lstream¶

The L-Stream model provides features for implementing storage based routing methods similar to those implemented by the water balance model LARSIM.

Conceptionally, application models derived from HydPy-L-Stream can be very similar to those of LARSIM. However, while LARSIM makes use of approximate “ad hoc” solutions of the underlying ordinary differential equations, L-Stream defines the differential equations in their original form and leaves their solution to numerical integration algorithms. On the upside, this allows for more flexibility (regarding the coupling and extension of methodologies), accuracy (the user can define the aimed accuracy), and correctness (one can easily avoid problems resulting from approximate solutions like the water balance errors of the Williams implementation of LARSIM). On the downside, numerical convergence might require (sometimes much) more time.

To, at least partly, solve the computation time issue, we implement all differential equations in a “smooth” form. By applying regularisation functions like the ones supplied by module smoothtools, we remove all discontinuities from the original formulations, which speeds up numerical convergence a lot. However, it is up to the user to define a reasonable degree of “smoothness”. Please read the related documentation of module smoothtools and module modeltools for further information.

Method Features¶

class hydpy.models.lstream.lstream_model.Model[source]¶

Bases: hydpy.core.modeltools.ELSModel

The HydPy-L-Stream model.

The following “inlet update methods” are called in the given sequence at the beginning of each simulation step:

Pick_Q_V1 Query the current inflow from all inlet nodes.

The following methods define the relevant components of a system of ODE equations (e.g. direct runoff):

Calc_RHM_V1 Regularise the stage with respect to the channel bottom.
Calc_RHMDH_V1 Calculate the derivative of the stage regularised with respect to the channel bottom.
Calc_RHV_V1 Regularise the stage with respect to the transition from the main channel to both forelands.
Calc_RHVDH_V1 Calculate the derivative of the stage regularised with respect to the transition from the main channel to both forelands.
Calc_RHLVR_RHRVR_V1 Regularise the stage with respect to the transitions from the forelands to the outer embankments.
Calc_RHLVRDH_RHRVRDH_V1 Calculate the derivative of the stage regularised with respect to the transition from the forelands to the outer embankments.
Calc_AM_UM_V1 Calculate the wetted area and the wetted perimeter of the main channel.
Calc_AMDH_UMDH_V1 Calculate the derivatives of the wetted area and perimeter of the main channel.
Calc_ALV_ARV_ULV_URV_V1 Calculate the wetted area and wetted perimeter of both forelands.
Calc_ALVDH_ARVDH_ULVDH_URVDH_V1 Calculate the derivatives of the wetted area and perimeter of both forelands.
Calc_ALVR_ARVR_ULVR_URVR_V1 Calculate the wetted area and perimeter of both outer embankments.
Calc_ALVRDH_ARVRDH_ULVRDH_URVRDH_V1 Calculate the derivatives of the wetted area and perimeter of both outer embankments.
Calc_QM_V1 Calculate the discharge of the main channel after Manning-Strickler.
Calc_QMDH_V1 Calculate the derivative of the discharge of the main channel following method Calc_QM_V1.
Calc_QM_V2 Calculate the discharge of the main channel following the kinematic wave approach.
Calc_QLV_QRV_V1 Calculate the discharge of both forelands after Manning-Strickler.
Calc_QLVDH_QRVDH_V1 Calculate the derivative of the discharge of both forelands with respect to the stage following method Calc_QLV_QRV_V1.
Calc_QLV_QRV_V2 Calculate the discharge of both forelands following the kinematic wave approach.
Calc_QLVR_QRVR_V1 Calculate the discharge of both outer embankments after Manning-Strickler.
Calc_QLVRDH_QRVRDH_V1 Calculate the derivative of the discharge over the outer embankments with respect to the stage following method Calc_QLVR_QRVR_V1.
Calc_QLVR_QRVR_V2 Calculate the discharge of both outer embankments following the kinematic wave approach.
Calc_AG_V1 Calculate the through wetted of the total cross-sections.
Calc_QG_V1 Calculate the discharge of the total cross-section.
Calc_QG_V2 Determine the discharge of each the total cross-section based on an artificial neural network describing the relationship between water storage in the total channel and discharge.
Calc_QA_V1 Query the actual outflow.
Calc_WBM_V1 Calculate the water table width above the main channel.
Calc_WBLV_WBRV_V1 Calculate the water table width above both forelands.
Calc_WBLVR_WBRVR_V1 Calculate the water table width above both outer embankments.
Calc_WBG_V1 Calculate the water level width of the total cross-section.
Calc_DH_V1 Determine the change in the stage.

The following methods define the complete equations of an ODE system (e.g. change in storage of fast water due to effective precipitation and direct runoff):

Update_H_V1 Update the stage.
Update_VG_V1 Update the water volume.

The following “outlet update methods” are called in the given sequence at the end of each simulation step:

Pass_Q_V1 Pass the outflow to the outlet node.

The following “additional methods” might be called by one or more of the other methods or are meant to be directly called by the user:

Return_QF_V1 Calculate and return the “error” between the actual discharge and the discharge corresponding to the given water stage.
Return_H_V1 Calculate and return the water stage corresponding to the current discharge value.

The following “submodels” might be called by one or more of the implemented methods or are meant to be directly called by the user:

PegasusH Pegasus iterator for finding the correct water stage.

numconsts: hydpy.core.modeltools.NumConstsELS¶

numvars: hydpy.core.modeltools.NumVarsELS¶

class hydpy.models.lstream.lstream_model.Pick_Q_V1[source]¶

Bases: hydpy.core.modeltools.Method

Query the current inflow from all inlet nodes.

Requires the inlet sequence:: Q
Calculates the flux sequence:: QZ
Basic equation:: \(QZ = \sum Q\)

class hydpy.models.lstream.lstream_model.Calc_QZA_V1[source]¶

Bases: hydpy.core.modeltools.Method

Calculate the current inflow into the channel.

Basic equation:: \(QZA = QZ\)

class hydpy.models.lstream.lstream_model.Calc_RHM_V1[source]¶

Bases: hydpy.core.modeltools.Method

Regularise the stage with respect to the channel bottom.

Required by the method:: Return_QF_V1
Requires the control parameter:: GTS
Requires the derived parameter:: HRP
Requires the state sequence:: H
Calculates the aide sequence:: RHM
Used auxiliary method:: smooth_logistic2()
Basic equation:: \(RHM = smooth_{logistic2}(H, HRP)\)

Examples:

>>> from hydpy.models.lstream import *
>>> parameterstep()
>>> gts(5)
>>> states.h = -1.0, -0.1, 0.0, 0.1, 1.0

>>> hr(0.0)
>>> derived.hrp.update()
>>> model.calc_rhm_v1()
>>> aides.rhm
rhm(0.0, 0.0, 0.0, 0.1, 1.0)

>>> hr(0.1)
>>> derived.hrp.update()
>>> model.calc_rhm_v1()
>>> aides.rhm
rhm(0.0, 0.01, 0.040983, 0.11, 1.0)

class hydpy.models.lstream.lstream_model.Calc_RHMDH_V1[source]¶

Bases: hydpy.core.modeltools.Method

Calculate the derivative of the stage regularised with respect to the channel bottom.

Required by the method:: Return_QF_V1
Requires the control parameter:: GTS
Requires the derived parameter:: HRP
Requires the state sequence:: H
Calculates the aide sequence:: RHMDH
Used auxiliary method:: smooth_logistic2_derivative2()
Basic equation:: \(RHMDH = smooth_{logistic2'}(H, HRP)\)

Examples:

We apply the class NumericalDifferentiator to validate the calculated derivatives:

>>> from hydpy.models.lstream import *
>>> parameterstep()
>>> gts(5)
>>> states.h = -1.0, -0.1, 0.0, 0.1, 1.0

>>> hr(0.0)
>>> derived.hrp.update()
>>> model.calc_rhmdh_v1()
>>> aides.rhmdh
rhmdh(0.0, 0.0, 1.0, 1.0, 1.0)

>>> from hydpy import NumericalDifferentiator
>>> numdiff = NumericalDifferentiator(
...     xsequence=states.h,
...     ysequences=[aides.rhm],
...     methods=[model.calc_rhm_v1])
>>> numdiff()
d_rhm/d_h: 0.0, 0.0, 1.0, 1.0, 1.0

>>> hr(0.1)
>>> derived.hrp.update()
>>> model.calc_rhmdh_v1()
>>> aides.rhmdh
rhmdh(0.0, 0.155602, 0.5, 0.844398, 1.0)

>>> numdiff()
d_rhm/d_h: 0.0, 0.155602, 0.5, 0.844398, 1.0

class hydpy.models.lstream.lstream_model.Calc_RHV_V1[source]¶

Bases: hydpy.core.modeltools.Method

Regularise the stage with respect to the transition from the main channel to both forelands.

Required by the method:: Return_QF_V1
Requires the control parameters:: GTS HM
Requires the derived parameter:: HRP
Requires the state sequence:: H
Calculates the aide sequence:: RHV
Used auxiliary method:: smooth_logistic2()
Basic equation:: \(RHV = smooth_{logistic2}(H-HM, HRP)\)

Examples:

>>> from hydpy.models.lstream import *
>>> parameterstep()
>>> gts(5)
>>> hm(1.0)
>>> hr(0.1)
>>> derived.hrp.update()
>>> states.h = 0.0, 0.9, 1.0, 1.1, 2.0
>>> model.calc_rhv_v1()
>>> aides.rhv
rhv(0.0, 0.01, 0.040983, 0.11, 1.0)

class hydpy.models.lstream.lstream_model.Calc_RHVDH_V1[source]¶

Bases: hydpy.core.modeltools.Method

Calculate the derivative of the stage regularised with respect to the transition from the main channel to both forelands.

Required by the method:: Return_QF_V1
Requires the control parameters:: GTS HM
Requires the derived parameter:: HRP
Requires the state sequence:: H
Calculates the aide sequence:: RHVDH
Used auxiliary method:: smooth_logistic2_derivative2()
Basic equation:: \(RHVDH = smooth_{logistic2'}(H-HM, HRP)\)

Examples:

We apply the class NumericalDifferentiator to validate the calculated derivatives:

>>> from hydpy.models.lstream import *
>>> parameterstep()
>>> gts(5)
>>> hm(1.0)
>>> states.h = 0.0, 0.9, 1.0, 1.1, 2.0

>>> hr(0.0)
>>> derived.hrp.update()
>>> model.calc_rhvdh_v1()
>>> aides.rhvdh
rhvdh(0.0, 0.0, 1.0, 1.0, 1.0)

>>> from hydpy import NumericalDifferentiator
>>> numdiff = NumericalDifferentiator(
...     xsequence=states.h,
...     ysequences=[aides.rhv],
...     methods=[model.calc_rhv_v1])
>>> numdiff()
d_rhv/d_h: 0.0, 0.0, 1.0, 1.0, 1.0

>>> hr(0.1)
>>> derived.hrp.update()
>>> model.calc_rhvdh_v1()
>>> aides.rhvdh
rhvdh(0.0, 0.155602, 0.5, 0.844398, 1.0)

>>> numdiff()
d_rhv/d_h: 0.0, 0.155602, 0.5, 0.844398, 1.0

class hydpy.models.lstream.lstream_model.Calc_RHLVR_RHRVR_V1[source]¶

Bases: hydpy.core.modeltools.Method

Regularise the stage with respect to the transitions from the forelands to the outer embankments.

Required by the method:: Return_QF_V1
Requires the control parameters:: GTS HM
Requires the derived parameters:: HV HRP
Requires the state sequence:: H
Calculates the aide sequences:: RHLVR RHRVR
Used auxiliary method:: smooth_logistic2()
Basic equation:: \(RHVR = smooth_{logistic2}(H-HM-HV, HRP)\)

Examples:

>>> from hydpy.models.lstream import *
>>> parameterstep()
>>> gts(6)
>>> hm(1.0)
>>> hr(0.1)
>>> derived.hv(left=1.0, right=1.1)
>>> derived.hrp.update()
>>> states.h = 1.0, 1.9, 2.0, 2.1, 2.2, 3.0
>>> model.calc_rhlvr_rhrvr_v1()
>>> aides.rhlvr
rhlvr(0.0, 0.01, 0.040983, 0.11, 0.201974, 1.0)
>>> aides.rhrvr
rhrvr(0.0, 0.001974, 0.01, 0.040983, 0.11, 0.9)

class hydpy.models.lstream.lstream_model.Calc_RHLVRDH_RHRVRDH_V1[source]¶

Bases: hydpy.core.modeltools.Method

Calculate the derivative of the stage regularised with respect to the transition from the forelands to the outer embankments.

Required by the method:: Return_QF_V1
Requires the control parameters:: GTS HM
Requires the derived parameters:: HRP HV
Requires the state sequence:: H
Calculates the aide sequences:: RHLVRDH RHRVRDH
Used auxiliary method:: smooth_logistic2_derivative2()
Basic equation:: \(RHVDH = smooth_{logistic2'}(H-HM-HV, HRP)\)

Examples:

We apply the class NumericalDifferentiator to validate the calculated derivatives:

>>> from hydpy.models.lstream import *
>>> parameterstep()
>>> gts(8)
>>> hm(1.0)
>>> derived.hv(left=1.0, right=2.0)
>>> states.h = 1.0, 1.9, 2.0, 2.1, 2.9, 3.0, 3.1, 4.0

>>> hr(0.0)
>>> derived.hrp.update()
>>> model.calc_rhlvrdh_rhrvrdh_v1()
>>> aides.rhlvrdh
rhlvrdh(0.0, 0.0, 1.0, 1.0, 1.0, 1.0, 1.0, 1.0)
>>> aides.rhrvrdh
rhrvrdh(0.0, 0.0, 0.0, 0.0, 0.0, 1.0, 1.0, 1.0)

>>> from hydpy import NumericalDifferentiator
>>> numdiff = NumericalDifferentiator(
...     xsequence=states.h,
...     ysequences=[aides.rhlvr, aides.rhrvr],
...     methods=[model.calc_rhlvr_rhrvr_v1])
>>> numdiff()
d_rhlvr/d_h: 0.0, 0.0, 1.0, 1.0, 1.0, 1.0, 1.0, 1.0
d_rhrvr/d_h: 0.0, 0.0, 0.0, 0.0, 0.0, 1.0, 1.0, 1.0

>>> hr(0.1)
>>> derived.hrp.update()
>>> model.calc_rhlvrdh_rhrvrdh_v1()
>>> aides.rhlvrdh
rhlvrdh(0.0, 0.155602, 0.5, 0.844398, 1.0, 1.0, 1.0, 1.0)
>>> aides.rhrvrdh
rhrvrdh(0.0, 0.0, 0.0, 0.0, 0.155602, 0.5, 0.844398, 1.0)

>>> numdiff()
d_rhlvr/d_h: 0.0, 0.155602, 0.5, 0.844398, 1.0, 1.0, 1.0, 1.0
d_rhrvr/d_h: 0.0, 0.0, 0.0, 0.0, 0.155602, 0.5, 0.844398, 1.0

class hydpy.models.lstream.lstream_model.Calc_AM_UM_V1[source]¶

Bases: hydpy.core.modeltools.Method

Calculate the wetted area and the wetted perimeter of the main channel.

Required by the method:: Return_QF_V1
Requires the control parameters:: GTS BM BNM
Requires the derived parameter:: BNMF
Requires the aide sequences:: RHM RHV
Calculates the aide sequences:: AM UM

The main channel is assumed to have identical slopes on both sides. Water flowing exactly above the main channel is contributing to AM. Both theoretical surfaces separating the water above the main channel from the water above the forelands are contributing to UM.

Examples:

Generally, a trapezoid with reflection symmetry is assumed. Here, we set its smaller base (bottom) to a length of 2 meters, its legs to an inclination of 1 meter per 4 meters, and its height (depths) to 1 meter:
>>> from hydpy.models.lstream import *
>>> parameterstep()
>>> gts(8)
>>> bm(2.0)
>>> bnm(4.0)
>>> derived.bnmf.update()
First, we show that all calculations agree with the unmodified triple trapezoid profile results when setting the smoothing parameter HRP to zero:
>>> derived.hrp(0)
This example deals with normal flow conditions, where water flows within the main channel completely (H < HM, the first five channel sections), and with high flow conditions, where water flows over the foreland also (H > HM, the three last channel sections):
>>> hm(1.0)
>>> states.h = 0.0, 0.1, 0.5, 0.9, 1.0, 1.1, 1.5, 2.0
>>> model.calc_rhm_v1()
>>> model.calc_rhv_v1()
>>> model.calc_am_um_v1()
>>> aides.am
am(0.0, 0.24, 2.0, 5.04, 6.0, 7.0, 11.0, 16.0)
>>> aides.um
um(2.0, 2.824621, 6.123106, 9.42159, 10.246211, 10.446211, 11.246211,
   12.246211)
The next example checks the special case of a channel with zero height:
>>> hm(0.0)
>>> model.calc_rhm_v1()
>>> model.calc_rhv_v1()
>>> model.calc_am_um_v1()
>>> aides.am
am(0.0, 0.2, 1.0, 1.8, 2.0, 2.2, 3.0, 4.0)
>>> aides.um
um(2.0, 2.2, 3.0, 3.8, 4.0, 4.2, 5.0, 6.0)
Second, we repeat both examples with a reasonable smoothing parameterisation. As to be expected, the primary deviations occur around the original discontinuities related the channel bottom and the transition from the main channel to both forelands:
>>> hr(0.1)
>>> derived.hrp.update()
>>> hm(1.0)
>>> states.h = 0.0, 0.1, 0.5, 0.9, 1.0, 1.1, 1.5, 2.0
>>> model.calc_rhm_v1()
>>> model.calc_rhv_v1()
>>> model.calc_am_um_v1()
>>> aides.am
am(0.088684, 0.2684, 2.000075, 5.0396, 5.993282, 6.9916, 10.99995, 16.0)
>>> aides.um
um(2.337952, 2.907083, 6.123131, 9.359128, 9.990225, 10.383749,
   11.246133, 12.246211)
>>> hm(0.0)
>>> model.calc_rhm_v1()
>>> model.calc_rhv_v1()
>>> model.calc_am_um_v1()
>>> aides.am
am(0.081965, 0.22, 1.000025, 1.8, 2.0, 2.2, 3.0, 4.0)
>>> aides.um
um(2.081965, 2.22, 3.000025, 3.8, 4.0, 4.2, 5.0, 6.0)

class hydpy.models.lstream.lstream_model.Calc_AMDH_UMDH_V1[source]¶

Bases: hydpy.core.modeltools.Method

Calculate the derivatives of the wetted area and perimeter of the main channel.

Requires the control parameters:: GTS BM BNM
Requires the derived parameter:: BNMF
Requires the aide sequences:: RHM RHMDH RHV RHVDH
Calculates the aide sequences:: AMDH UMDH

Examples:

In the following, we repeat the examples of the documentation on method Calc_AM_UM_V1 and check the correctness of the derivatives by comparing the results of class NumericalDifferentiator:

>>> from hydpy.models.lstream import *
>>> parameterstep()
>>> gts(8)
>>> bm(2.0)
>>> bnm(4.0)

>>> derived.bnmf.update()
>>> derived.hrp(0)

>>> hm(1.0)
>>> states.h = 0.0, 0.1, 0.5, 0.9, 1.0, 1.1, 1.5, 2.0
>>> model.calc_rhm_v1()
>>> model.calc_rhmdh_v1()
>>> model.calc_rhv_v1()
>>> model.calc_rhvdh_v1()
>>> model.calc_amdh_umdh_v1()
>>> aides.amdh
amdh(2.0, 2.8, 6.0, 9.2, 10.0, 10.0, 10.0, 10.0)
>>> aides.umdh
umdh(8.246211, 8.246211, 8.246211, 8.246211, 2.0, 2.0, 2.0, 2.0)

>>> from hydpy import NumericalDifferentiator
>>> numdiff = NumericalDifferentiator(
...     xsequence=states.h,
...     ysequences=[aides.am, aides.um],
...     methods=[model.calc_rhm_v1,
...              model.calc_rhv_v1,
...              model.calc_am_um_v1])
>>> numdiff()
d_am/d_h: 2.0, 2.8, 6.0, 9.2, 10.0, 10.0, 10.0, 10.0
d_um/d_h: 8.246211, 8.246211, 8.246211, 8.246211, 2.0, 2.0, 2.0, 2.0

>>> hm(0.0)
>>> model.calc_rhm_v1()
>>> model.calc_rhmdh_v1()
>>> model.calc_rhv_v1()
>>> model.calc_rhvdh_v1()
>>> model.calc_amdh_umdh_v1()
>>> aides.amdh
amdh(2.0, 2.0, 2.0, 2.0, 2.0, 2.0, 2.0, 2.0)
>>> aides.umdh
umdh(2.0, 2.0, 2.0, 2.0, 2.0, 2.0, 2.0, 2.0)
>>> numdiff()
d_am/d_h: 2.0, 2.0, 2.0, 2.0, 2.0, 2.0, 2.0, 2.0
d_um/d_h: 2.0, 2.0, 2.0, 2.0, 2.0, 2.0, 2.0, 2.0

>>> hr(0.1)
>>> derived.hrp.update()

>>> hm(1.0)
>>> model.calc_rhm_v1()
>>> model.calc_rhmdh_v1()
>>> model.calc_rhv_v1()
>>> model.calc_rhvdh_v1()
>>> model.calc_amdh_umdh_v1()
>>> aides.amdh
amdh(1.163931, 2.431865, 5.998826, 9.18755, 9.836069, 10.05693,
     10.000749, 10.0)
>>> aides.umdh
umdh(4.123105, 6.963079, 8.243132, 7.274283, 5.123105, 2.971926,
     2.001327, 2.0)

>>> numdiff()
d_am/d_h: 1.163931, 2.431865, 5.998826, 9.18755, 9.836069, 10.05693, 10.000749, 10.0
d_um/d_h: 4.123105, 6.963079, 8.243132, 7.274283, 5.123105, 2.971926, 2.001327, 2.0

class hydpy.models.lstream.lstream_model.Calc_ALV_ARV_ULV_URV_V1[source]¶

Bases: hydpy.core.modeltools.Method

Calculate the wetted area and wetted perimeter of both forelands.

Required by the method:: Return_QF_V1
Requires the control parameters:: GTS BV BNV
Requires the derived parameter:: BNVF
Requires the aide sequences:: RHV RHLVR RHRVR
Calculates the aide sequences:: ALV ARV ULV URV

Each foreland lies between the main channel and one outer embankment. The water flowing exactly above a foreland is contributing to ALV or ARV. The theoretical surface separating the water above the main channel from the water above the foreland is not contributing to ULV or URV, but the surface separating the water above the foreland from the water above its outer embankment is contributing to ULV and URV.

Examples:

>>> from hydpy.models.lstream import *
>>> parameterstep()
>>> gts(14)
>>> hm(1.0)

First, we show that all calculations agree with the unmodified triple trapezoid profile results when setting the smoothing parameter HRP to zero:

>>> derived.hrp(0)

This example deals with normal flow conditions, where water flows within the main channel completely (H < HM, the first four channel sections); with moderate high flow conditions, where water flows over both forelands, but not over their embankments (HM < H < (HM + HV), channel sections six to eight or twelve for the left and the right foreland, respectively), and with extreme high flow conditions, where water flows over both forelands and their outer embankments ((HM + HV) < H, the last six or two channel sections for the left and the right foreland, respectively):

>>> bv(left=2.0, right=3.0)
>>> bnv(left=4.0, right=5.0)
>>> derived.bnvf.update()
>>> derived.hv(left=1.0, right=2.0)

>>> states.h = (0.0, 0.5, 0.9, 1.0, 1.1, 1.5, 1.9,
...             2.0, 2.1, 2.5, 2.9, 3.0, 3.1, 4.0)
>>> model.calc_rhm_v1()
>>> model.calc_rhv_v1()
>>> model.calc_rhlvr_rhrvr_v1()
>>> model.calc_alv_arv_ulv_urv_v1()
>>> aides.alv
alv(0.0, 0.0, 0.0, 0.0, 0.22, 1.5, 3.42, 4.0, 4.6, 7.0, 9.4, 10.0, 10.6,
    16.0)
>>> aides.arv
arv(0.0, 0.0, 0.0, 0.0, 0.325, 2.125, 4.725, 5.5, 6.325, 10.125, 14.725,
    16.0, 17.3, 29.0)
>>> aides.ulv
ulv(2.0, 2.0, 2.0, 2.0, 2.412311, 4.061553, 5.710795, 6.123106,
    6.223106, 6.623106, 7.023106, 7.123106, 7.223106, 8.123106)
>>> aides.urv
urv(3.0, 3.0, 3.0, 3.0, 3.509902, 5.54951, 7.589118, 8.09902, 8.608921,
    10.648529, 12.688137, 13.198039, 13.298039, 14.198039)

The next example proves the correct handling of forelands with zero widths and heights:

>>> bv(left=0.0, right=2.0)
>>> bnv(4.0)
>>> derived.hv(left=1.0, right=0.0)
>>> model.calc_rhv_v1()
>>> model.calc_rhlvr_rhrvr_v1()
>>> model.calc_alv_arv_ulv_urv_v1()
>>> aides.alv
alv(0.0, 0.0, 0.0, 0.0, 0.02, 0.5, 1.62, 2.0, 2.4, 4.0, 5.6, 6.0, 6.4,
    10.0)
>>> aides.arv
arv(0.0, 0.0, 0.0, 0.0, 0.2, 1.0, 1.8, 2.0, 2.2, 3.0, 3.8, 4.0, 4.2, 6.0)
>>> aides.ulv
ulv(0.0, 0.0, 0.0, 0.0, 0.412311, 2.061553, 3.710795, 4.123106,
    4.223106, 4.623106, 5.023106, 5.123106, 5.223106, 6.123106)
>>> aides.urv
urv(2.0, 2.0, 2.0, 2.0, 2.1, 2.5, 2.9, 3.0, 3.1, 3.5, 3.9, 4.0, 4.1, 5.0)

Second, we repeat both examples with a reasonable smoothing parameterisation. As to be expected, the primary deviations occur around the original discontinuities related the channel bottom and the transition from the main channel to both forelands:

>>> hr(0.1)
>>> derived.hrp.update()

>>> bv(left=2.0, right=3.0)
>>> bnv(left=4.0, right=5.0)
>>> derived.hv(left=1.0, right=2.0)
>>> model.calc_rhv_v1()
>>> model.calc_rhlvr_rhrvr_v1()
>>> model.calc_alv_arv_ulv_urv_v1()
>>> aides.alv
alv(0.0, 0.000025, 0.0202, 0.085324, 0.2442, 1.50005, 3.4198, 3.996641,
    4.5958, 6.999975, 9.4, 10.0, 10.6, 16.0)
>>> aides.arv
arv(0.0, 0.000038, 0.03025, 0.127147, 0.36025, 2.125069, 4.725, 5.5,
    6.325, 10.125, 14.72475, 15.995801, 17.29475, 29.0)
>>> aides.ulv
ulv(2.0, 2.000052, 2.041231, 2.168976, 2.453542, 4.061565, 5.679564,
    5.995113, 6.191875, 6.623066, 7.023106, 7.123106, 7.223106, 8.123106)
>>> aides.urv
urv(3.0, 3.000064, 3.05099, 3.208971, 3.560892, 5.549574, 7.589118,
    8.09902, 8.608921, 10.648478, 12.647147, 13.03005, 13.257049,
    14.198039)

>>> bv(left=0.0, right=2.0)
>>> bnv(4.0)
>>> derived.hv(left=1.0, right=0.0)
>>> model.calc_rhm_v1()
>>> model.calc_rhv_v1()
>>> model.calc_rhlvr_rhrvr_v1()
>>> model.calc_alv_arv_ulv_urv_v1()
>>> aides.alv
alv(0.0, 0.0, 0.0002, 0.003359, 0.0242, 0.500025, 1.6198, 1.996641,
    2.3958, 3.999975, 5.6, 6.0, 6.4, 10.0)
>>> aides.arv
arv(0.0, 0.000025, 0.02, 0.081965, 0.22, 1.000025, 1.8, 2.0, 2.2, 3.0,
    3.8, 4.0, 4.2, 6.0)
>>> aides.ulv
ulv(0.0, 0.000052, 0.041231, 0.168976, 0.453542, 2.061565, 3.679564,
    3.995113, 4.191875, 4.623066, 5.023106, 5.123106, 5.223106, 6.123106)
>>> aides.urv
urv(2.0, 2.000013, 2.01, 2.040983, 2.11, 2.500013, 2.9, 3.0, 3.1, 3.5,
    3.9, 4.0, 4.1, 5.0)

class hydpy.models.lstream.lstream_model.Calc_ALVDH_ARVDH_ULVDH_URVDH_V1[source]¶

Bases: hydpy.core.modeltools.Method

Calculate the derivatives of the wetted area and perimeter of both forelands.

Requires the control parameters:: GTS BV BNV
Requires the derived parameter:: BNVF
Requires the aide sequences:: RHV RHVDH RHLVR RHLVRDH RHRVR RHRVRDH
Calculates the aide sequences:: ALVDH ARVDH ULVDH URVDH

Examples:

In the following, we repeat the examples of the documentation on method Calc_ALV_ARV_ULV_URV_V1 and check the correctness of the derivatives by comparing the results of class NumericalDifferentiator:

>>> from hydpy.models.lstream import *
>>> parameterstep()
>>> gts(13)
>>> hm(1.0)
>>> bv(left=2.0, right=3.0)
>>> bnv(left=4.0, right=5.0)
>>> derived.bnvf.update()
>>> derived.hv(left=1.0, right=2.0)

>>> derived.hrp(0)

>>> states.h = (1.0, 1.5, 1.9, 2.0, 2.1, 2.5, 3.0,
...             3.5, 3.9, 4.0, 4.1, 4.5, 5.0)
>>> model.calc_rhv_v1()
>>> model.calc_rhvdh_v1()
>>> model.calc_rhlvr_rhrvr_v1()
>>> model.calc_rhlvrdh_rhrvrdh_v1()
>>> model.calc_alvdh_arvdh_ulvdh_urvdh_v1()
>>> aides.alvdh
alvdh(2.0, 4.0, 5.6, 6.0, 6.0, 6.0, 6.0, 6.0, 6.0, 6.0, 6.0, 6.0, 6.0)
>>> aides.arvdh
arvdh(3.0, 5.5, 7.5, 8.0, 8.5, 10.5, 13.0, 13.0, 13.0, 13.0, 13.0, 13.0,
      13.0)
>>> aides.ulvdh
ulvdh(4.123106, 4.123106, 4.123106, 1.0, 1.0, 1.0, 1.0, 1.0, 1.0, 1.0,
      1.0, 1.0, 1.0)
>>> aides.urvdh
urvdh(5.09902, 5.09902, 5.09902, 5.09902, 5.09902, 5.09902, 1.0, 1.0,
      1.0, 1.0, 1.0, 1.0, 1.0)

>>> from hydpy import NumericalDifferentiator
>>> numdiff = NumericalDifferentiator(
...     xsequence=states.h,
...     ysequences=[aides.alv, aides.arv, aides.ulv, aides.urv],
...     methods=[model.calc_rhv_v1,
...              model.calc_rhlvr_rhrvr_v1,
...              model.calc_alv_arv_ulv_urv_v1])
>>> numdiff()
d_alv/d_h: 2.0, 4.0, 5.6, 6.0, 6.0, 6.0, 6.0, 6.0, 6.0, 6.0, 6.0, 6.0, 6.0
d_arv/d_h: 3.0, 5.5, 7.5, 8.0, 8.5, 10.5, 13.0, 13.0, 13.0, 13.0, 13.0, 13.0, 13.0
d_ulv/d_h: 4.123106, 4.123106, 4.123106, 1.0, 1.0, 1.0, 1.0, 1.0, 1.0, 1.0, 1.0, 1.0, 1.0
d_urv/d_h: 5.09902, 5.09902, 5.09902, 5.09902, 5.09902, 5.09902, 1.0, 1.0, 1.0, 1.0, 1.0, 1.0, 1.0

>>> bv(left=0.0, right=2.0)
>>> bnv(4.0)
>>> derived.bnvf.update()
>>> derived.hv(left=1.0, right=0.0)
>>> model.calc_rhv_v1()
>>> model.calc_rhvdh_v1()
>>> model.calc_rhlvr_rhrvr_v1()
>>> model.calc_rhlvrdh_rhrvrdh_v1()
>>> model.calc_alvdh_arvdh_ulvdh_urvdh_v1()
>>> aides.alvdh
alvdh(0.0, 2.0, 3.6, 4.0, 4.0, 4.0, 4.0, 4.0, 4.0, 4.0, 4.0, 4.0, 4.0)
>>> aides.arvdh
arvdh(2.0, 2.0, 2.0, 2.0, 2.0, 2.0, 2.0, 2.0, 2.0, 2.0, 2.0, 2.0, 2.0)
>>> aides.ulvdh
ulvdh(4.123106, 4.123106, 4.123106, 1.0, 1.0, 1.0, 1.0, 1.0, 1.0, 1.0,
      1.0, 1.0, 1.0)
>>> aides.urvdh
urvdh(1.0, 1.0, 1.0, 1.0, 1.0, 1.0, 1.0, 1.0, 1.0, 1.0, 1.0, 1.0, 1.0)
>>> numdiff()
d_alv/d_h: 0.0, 2.0, 3.6, 4.0, 4.0, 4.0, 4.0, 4.0, 4.0, 4.0, 4.0, 4.0, 4.0
d_arv/d_h: 2.0, 2.0, 2.0, 2.0, 2.0, 2.0, 2.0, 2.0, 2.0, 2.0, 2.0, 2.0, 2.0
d_ulv/d_h: 4.123106, 4.123106, 4.123106, 1.0, 1.0, 1.0, 1.0, 1.0, 1.0, 1.0, 1.0, 1.0, 1.0
d_urv/d_h: 1.0, 1.0, 1.0, 1.0, 1.0, 1.0, 1.0, 1.0, 1.0, 1.0, 1.0, 1.0, 1.0

>>> hr(0.1)
>>> derived.hrp.update()

>>> bv(left=2.0, right=3.0)
>>> bnv(left=4.0, right=5.0)
>>> derived.bnvf.update()
>>> derived.hv(left=1.0, right=2.0)

>>> model.calc_rhv_v1()
>>> model.calc_rhvdh_v1()
>>> model.calc_rhlvr_rhrvr_v1()
>>> model.calc_rhlvrdh_rhrvrdh_v1()
>>> model.calc_alvdh_arvdh_ulvdh_urvdh_v1()
>>> aides.alvdh
alvdh(1.081965, 3.9992, 5.593775, 5.918034, 6.028465, 6.000375, 6.0,
      6.0, 6.0, 6.0, 6.0, 6.0, 6.0)
>>> aides.arvdh
arvdh(1.602457, 5.498894, 7.499998, 8.0, 8.5, 10.5, 12.897543,
      13.000468, 13.000001, 13.0, 13.0, 13.0, 13.0)
>>> aides.ulvdh
ulvdh(2.061553, 4.121566, 3.637142, 2.561553, 1.485963, 1.000664, 1.0,
      1.0, 1.0, 1.0, 1.0, 1.0, 1.0)
>>> aides.urvdh
urvdh(2.54951, 5.097936, 5.099018, 5.099019, 5.099018, 5.098149,
      3.04951, 1.000871, 1.000001, 1.0, 1.0, 1.0, 1.0)

>>> numdiff()
d_alv/d_h: 1.081965, 3.9992, 5.593775, 5.918034, 6.028465, 6.000375, 6.0, 6.0, 6.0, 6.0, 6.0, 6.0, 6.0
d_arv/d_h: 1.602457, 5.498894, 7.499998, 8.0, 8.5, 10.5, 12.897543, 13.000468, 13.000001, 13.0, 13.0, 13.0, 13.0
d_ulv/d_h: 2.061553, 4.121566, 3.637142, 2.561553, 1.485963, 1.000664, 1.0, 1.0, 1.0, 1.0, 1.0, 1.0, 1.0
d_urv/d_h: 2.54951, 5.097936, 5.099018, 5.099019, 5.099018, 5.098149, 3.04951, 1.000871, 1.000001, 1.0, 1.0, 1.0, 1.0

class hydpy.models.lstream.lstream_model.Calc_ALVR_ARVR_ULVR_URVR_V1[source]¶

Bases: hydpy.core.modeltools.Method

Calculate the wetted area and perimeter of both outer embankments.

Required by the method:: Return_QF_V1
Requires the control parameters:: GTS BNVR
Requires the derived parameter:: BNVRF
Requires the aide sequences:: RHLVR RHRVR
Calculates the aide sequences:: ALVR ARVR ULVR URVR

Each outer embankment lies beyond its foreland. The water flowing exactly above an embankment is added to ALVR and ARVR. The theoretical surface separating water above the foreland from the water above its embankment is not contributing to ULVR and URVR.

Examples:

>>> from hydpy.models.lstream import *
>>> parameterstep()
>>> gts(11)
>>> hm(1.0)

First, we show that all calculations agree with the unmodified triple trapezoid profile results when the setting the smoothing parameter HRP to zero:

>>> derived.hrp(0)

This example deals with moderate high flow conditions, where water flows over the forelands, but not over their outer embankments (HM < H < (HM + HV), the first four or eight channel sections for the left and the right outer embankment, respectively); the second example deals with extreme high flow conditions, where water flows both over the foreland and their outer embankments ((HM + HV) < H, the last seven or three channel sections for the left and the right outer embankment, respectively):

>>> states.h = 1.0, 1.5, 1.9, 2.0, 2.1, 2.5, 2.9, 3.0, 3.1, 3.5, 4.0
>>> bnvr(left=4.0, right=5.0)
>>> derived.bnvrf.update()
>>> derived.hv(left=1.0, right=2.0)
>>> model.calc_rhlvr_rhrvr_v1()
>>> model.calc_alvr_arvr_ulvr_urvr_v1()
>>> aides.alvr
alvr(0.0, 0.0, 0.0, 0.0, 0.02, 0.5, 1.62, 2.0, 2.42, 4.5, 8.0)
>>> aides.arvr
arvr(0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.025, 0.625, 2.5)
>>> aides.ulvr
ulvr(0.0, 0.0, 0.0, 0.0, 0.412311, 2.061553, 3.710795, 4.123106,
     4.535416, 6.184658, 8.246211)
>>> aides.urvr
urvr(0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.509902, 2.54951, 5.09902)

The next example checks the special cases of a vertical outer embankment (left side) and zero-height foreland (right side):

>>> bnvr(left=0.0, right=5.0)
>>> derived.bnvrf.update()
>>> derived.hv(left=1.0, right=0.0)
>>> model.calc_rhlvr_rhrvr_v1()
>>> model.calc_alvr_arvr_ulvr_urvr_v1()
>>> aides.alvr
alvr(0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0)
>>> aides.arvr
arvr(0.0, 0.625, 2.025, 2.5, 3.025, 5.625, 9.025, 10.0, 11.025, 15.625,
     22.5)
>>> aides.ulvr
ulvr(0.0, 0.0, 0.0, 0.0, 0.1, 0.5, 0.9, 1.0, 1.1, 1.5, 2.0)
>>> aides.urvr
urvr(0.0, 2.54951, 4.589118, 5.09902, 5.608921, 7.648529, 9.688137,
     10.198039, 10.707941, 12.747549, 15.297059)

Second, we repeat both examples with a reasonable smoothing parameterisation. As to be expected, the primary deviations occur around the original discontinuities related the channel bottom and the transition from the main channel to both forelands:

>>> hr(0.1)
>>> derived.hrp.update()
>>> bnvr(left=4.0, right=5.0)
>>> derived.bnvrf.update()
>>> derived.hv(left=1.0, right=2.0)
>>> model.calc_rhlvr_rhrvr_v1()
>>> model.calc_alvr_arvr_ulvr_urvr_v1()
>>> aides.alvr
alvr(0.0, 0.0, 0.0002, 0.003359, 0.0242, 0.500025, 1.62, 2.0, 2.42, 4.5,
     8.0)
>>> aides.arvr
arvr(0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.00025, 0.004199, 0.03025, 0.625031,
     2.5)
>>> aides.ulvr
ulvr(0.0, 0.000052, 0.041231, 0.168976, 0.453542, 2.061605, 3.710795,
     4.123106, 4.535416, 6.184658, 8.246211)
>>> aides.urvr
urvr(0.0, 0.0, 0.0, 0.0, 0.0, 0.000064, 0.05099, 0.208971, 0.560892,
     2.549574, 5.09902)

>>> bnvr(left=0.0, right=5.0)
>>> derived.bnvrf.update()
>>> derived.hv(left=1.0, right=0.0)
>>> model.calc_rhlvr_rhrvr_v1()
>>> model.calc_alvr_arvr_ulvr_urvr_v1()
>>> aides.alvr
alvr(0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0)
>>> aides.arvr
arvr(0.004199, 0.625031, 2.025, 2.5, 3.025, 5.625, 9.025, 10.0, 11.025,
     15.625, 22.5)
>>> aides.ulvr
ulvr(0.0, 0.000013, 0.01, 0.040983, 0.11, 0.500013, 0.9, 1.0, 1.1, 1.5,
     2.0)
>>> aides.urvr
urvr(0.208971, 2.549574, 4.589118, 5.09902, 5.608921, 7.648529,
     9.688137, 10.198039, 10.707941, 12.747549, 15.297059)

class hydpy.models.lstream.lstream_model.Calc_ALVRDH_ARVRDH_ULVRDH_URVRDH_V1[source]¶

Bases: hydpy.core.modeltools.Method

Calculate the derivatives of the wetted area and perimeter of both outer embankments.

Requires the control parameters:: GTS BNVR
Requires the derived parameter:: BNVRF
Requires the aide sequences:: RHLVR RHLVRDH RHRVR RHRVRDH
Calculates the aide sequences:: ALVRDH ARVRDH ULVRDH URVRDH

Examples:

In the following, we repeat the examples of the documentation on method Calc_ALVR_ARVR_ULVR_URVR_V1 and check the correctness of the derivatives by comparing the results of class NumericalDifferentiator:

>>> from hydpy.models.lstream import *
>>> parameterstep()
>>> gts(11)
>>> hm(1.0)

>>> derived.hrp(0)

>>> states.h = 1.0, 1.5, 1.9, 2.0, 2.1, 2.5, 2.9, 3.0, 3.1, 3.5, 4.0
>>> bnvr(left=4.0, right=5.0)
>>> derived.bnvrf.update()
>>> derived.hv(left=1.0, right=2.0)
>>> model.calc_rhlvr_rhrvr_v1()
>>> model.calc_rhlvrdh_rhrvrdh_v1()
>>> model.calc_alvrdh_arvrdh_ulvrdh_urvrdh_v1()
>>> aides.alvrdh
alvrdh(0.0, 0.0, 0.0, 0.0, 0.4, 2.0, 3.6, 4.0, 4.4, 6.0, 8.0)
>>> aides.arvrdh
arvrdh(0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.5, 2.5, 5.0)
>>> aides.ulvrdh
ulvrdh(0.0, 0.0, 0.0, 4.123106, 4.123106, 4.123106, 4.123106, 4.123106,
       4.123106, 4.123106, 4.123106)
>>> aides.urvrdh
urvrdh(0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 5.09902, 5.09902, 5.09902,
       5.09902)

>>> from hydpy import NumericalDifferentiator
>>> numdiff = NumericalDifferentiator(
...     xsequence=states.h,
...     ysequences=[aides.alvr, aides.arvr, aides.ulvr, aides.urvr],
...     methods=[model.calc_rhlvr_rhrvr_v1,
...              model.calc_alvr_arvr_ulvr_urvr_v1])
>>> numdiff()
d_alvr/d_h: 0.0, 0.0, 0.0, 0.0, 0.4, 2.0, 3.6, 4.0, 4.4, 6.0, 8.0
d_arvr/d_h: 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.5, 2.5, 5.0
d_ulvr/d_h: 0.0, 0.0, 0.0, 4.123106, 4.123106, 4.123106, 4.123106, 4.123106, 4.123106, 4.123106, 4.123106
d_urvr/d_h: 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 5.09902, 5.09902, 5.09902, 5.09902

>>> bnvr(left=0.0, right=5.0)
>>> derived.bnvrf.update()
>>> derived.hv(left=1.0, right=0.0)
>>> model.calc_rhlvr_rhrvr_v1()
>>> model.calc_rhlvrdh_rhrvrdh_v1()
>>> model.calc_alvrdh_arvrdh_ulvrdh_urvrdh_v1()
>>> aides.alvrdh
alvrdh(0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0)
>>> aides.arvrdh
arvrdh(0.0, 2.5, 4.5, 5.0, 5.5, 7.5, 9.5, 10.0, 10.5, 12.5, 15.0)
>>> aides.ulvrdh
ulvrdh(0.0, 0.0, 0.0, 1.0, 1.0, 1.0, 1.0, 1.0, 1.0, 1.0, 1.0)
>>> aides.urvrdh
urvrdh(5.09902, 5.09902, 5.09902, 5.09902, 5.09902, 5.09902, 5.09902,
       5.09902, 5.09902, 5.09902, 5.09902)

>>> numdiff()
d_alvr/d_h: 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0
d_arvr/d_h: 0.0, 2.5, 4.5, 5.0, 5.5, 7.5, 9.5, 10.0, 10.5, 12.5, 15.0
d_ulvr/d_h: 0.0, 0.0, 0.0, 1.0, 1.0, 1.0, 1.0, 1.0, 1.0, 1.0, 1.0
d_urvr/d_h: 5.09902, 5.09902, 5.09902, 5.09902, 5.09902, 5.09902, 5.09902, 5.09902, 5.09902, 5.09902, 5.09902

>>> hr(0.1)
>>> derived.hrp.update()
>>> bnvr(left=4.0, right=5.0)
>>> derived.bnvrf.update()
>>> derived.hv(left=1.0, right=2.0)
>>> model.calc_rhlvr_rhrvr_v1()
>>> model.calc_rhlvrdh_rhrvrdh_v1()
>>> model.calc_alvrdh_arvrdh_ulvrdh_urvrdh_v1()
>>> aides.alvrdh
alvrdh(0.0, 0.0, 0.006224, 0.081965, 0.371535, 1.999625, 3.599999, 4.0,
       4.4, 6.0, 8.0)
>>> aides.arvrdh
arvrdh(0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.00778, 0.102457, 0.464419,
       2.499532, 5.0)
>>> aides.ulvrdh
ulvrdh(0.0, 0.000876, 0.641565, 2.061553, 3.48154, 4.12223, 4.123105,
       4.123105, 4.123106, 4.123106, 4.123106)
>>> aides.urvrdh
urvrdh(0.0, 0.0, 0.0, 0.0, 0.000001, 0.001083, 0.79342, 2.54951,
       4.305599, 5.097936, 5.099019)

>>> numdiff()
d_alvr/d_h: 0.0, 0.0, 0.006224, 0.081965, 0.371535, 1.999625, 3.599999, 4.0, 4.4, 6.0, 8.0
d_arvr/d_h: 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.00778, 0.102457, 0.464419, 2.499532, 5.0
d_ulvr/d_h: 0.0, 0.000876, 0.641565, 2.061553, 3.48154, 4.12223, 4.123105, 4.123105, 4.123106, 4.123106, 4.123106
d_urvr/d_h: 0.0, 0.0, 0.0, 0.0, 0.000001, 0.001083, 0.79342, 2.54951, 4.305599, 5.097936, 5.099019

class hydpy.models.lstream.lstream_model.Calc_QM_V1[source]¶

Bases: hydpy.core.modeltools.Method

Calculate the discharge of the main channel after Manning-Strickler.

Required by the method:: Return_QF_V1
Requires the control parameter:: GTS
Requires the derived parameter:: MFM
Requires the aide sequences:: AM UM
Calculates the aide sequence:: QM
Basic equation:: \(QM = MFM \cdot \frac{AM^{5/3}}{UM^{2/3}}\)

Examples:

Note the handling of zero values for UM (in the third subsection):

>>> from hydpy.models.lstream import *
>>> parameterstep()
>>> gts(3)
>>> derived.mfm(10.0)
>>> aides.am = 3.0, 0.0, 3.0
>>> aides.um = 7.0, 7.0, 0.0
>>> model.calc_qm_v1()
>>> aides.qm
qm(17.053102, 0.0, 0.0)

class hydpy.models.lstream.lstream_model.Calc_QM_V2[source]¶

Bases: hydpy.core.modeltools.Method

Calculate the discharge of the main channel following the kinematic wave approach.

Requires the control parameter:: GTS
Requires the aide sequences:: AM QMDH AMDH
Calculates the aide sequence:: QM
Basic equation:: \(QM = \frac{QMDH}{AMDH} \cdot AM\)

Examples:

Note the handling of zero values for AMDH (in the second subsection):

>>> from hydpy.models.lstream import *
>>> parameterstep()
>>> gts(2)
>>> aides.am = 4.0, 4.0
>>> aides.qmdh = 3.0, 3.0
>>> aides.amdh = 2.0, 0.0
>>> model.calc_qm_v2()
>>> aides.qm
qm(6.0, 0.0)

class hydpy.models.lstream.lstream_model.Calc_QMDH_V1[source]¶

Bases: hydpy.core.modeltools.Method

Calculate the derivative of the discharge of the main channel following method Calc_QM_V1.

Requires the control parameter:: GTS
Requires the derived parameter:: MFM
Requires the aide sequences:: AM AMDH UM UMDH
Calculates the aide sequence:: QMDH
Basic equation:: \(QMDH = MFM \cdot \frac{5 \cdot AM^{2/3} \cdot AMDH}{3 \cdot UM^{2/3}} - \frac{2 \cdot AM^{5/3} \cdot UMDH}{3 \cdot UM^{5/3}}\)

Examples:

First, we apply the class NumericalDifferentiator to validate the calculated derivatives:

>>> from hydpy.models.lstream import *
>>> parameterstep()
>>> gts(2)
>>> bm(2.0)
>>> bnm(4.0)
>>> hm(2.0)
>>> derived.mfm(10.0)
>>> derived.hrp(0.0)
>>> derived.bnmf.update()
>>> states.h = 0.0, 1.0
>>> model.calc_rhm_v1()
>>> model.calc_rhmdh_v1()
>>> model.calc_rhv_v1()
>>> model.calc_rhvdh_v1()
>>> model.calc_am_um_v1()
>>> model.calc_amdh_umdh_v1()
>>> model.calc_qmdh_v1()
>>> aides.qmdh
qmdh(0.0, 94.12356)

>>> from hydpy import NumericalDifferentiator,pub
>>> numdiff = NumericalDifferentiator(
...     xsequence=states.h,
...     ysequences=[aides.qm],
...     methods=[model.calc_rhm_v1,
...              model.calc_rhv_v1,
...              model.calc_am_um_v1,
...              model.calc_qm_v1],
...     dx=1e-8)
>>> with pub.options.reprdigits(5):
...     numdiff()
d_qm/d_h: 0.00002, 94.12356

Second, we show that zero values for AM or UM result in zero values for QMDH:

>>> aides.am = 1.0, 0.0
>>> aides.um = 0.0, 1.0
>>> model.calc_qmdh_v1()
>>> aides.qmdh
qmdh(0.0, 0.0)

class hydpy.models.lstream.lstream_model.Calc_QLV_QRV_V1[source]¶

Bases: hydpy.core.modeltools.Method

Calculate the discharge of both forelands after Manning-Strickler.

Required by the method:: Return_QF_V1
Requires the control parameter:: GTS
Requires the derived parameter:: MFV
Requires the aide sequences:: ALV ARV ULV URV
Calculates the aide sequences:: QLV QRV
Basic equation:: \(QV = MFV \cdot \frac{AV^{5/3}}{UV^{2/3}}\)

Examples:

Note the handling of zero values for ULV and URV (in the second subsection):

>>> from hydpy.models.lstream import *
>>> parameterstep()
>>> gts(2)
>>> derived.mfv(left=10.0, right=18.0)
>>> aides.alv = 3.0, 3.0
>>> aides.arv = 4.0, 4.0
>>> aides.ulv = 7.0, 0.0
>>> aides.urv = 8.0, 0.0
>>> model.calc_qlv_qrv_v1()
>>> aides.qlv
qlv(17.053102, 0.0)
>>> aides.qrv
qrv(45.357158, 0.0)

class hydpy.models.lstream.lstream_model.Calc_QLV_QRV_V2[source]¶

Bases: hydpy.core.modeltools.Method

Calculate the discharge of both forelands following the kinematic wave approach.

Requires the control parameter:: GTS
Requires the aide sequences:: ALV ARV ALVDH ARVDH QLVDH QRVDH
Calculates the aide sequences:: QLV QRV
Basic equation:: \(QV = \frac{QVDH}{AVDH} \cdot AV\)

Examples:

Note the handling of zero values for ALVDH and ARVDH (in the second subsection):

>>> from hydpy.models.lstream import *
>>> parameterstep()
>>> gts(2)
>>> aides.alv = 3.0, 3.0
>>> aides.arv = 5.0, 5.0
>>> aides.qlvdh = 4.0, 4.0
>>> aides.qrvdh = 6.0, 6.0
>>> aides.alvdh = 2.0, 0.0
>>> aides.arvdh = 4.0, 0.0
>>> model.calc_qlv_qrv_v2()
>>> aides.qlv
qlv(6.0, 0.0)
>>> aides.qrv
qrv(7.5, 0.0)

class hydpy.models.lstream.lstream_model.Calc_QLVDH_QRVDH_V1[source]¶

Bases: hydpy.core.modeltools.Method

Calculate the derivative of the discharge of both forelands with respect to the stage following method Calc_QLV_QRV_V1.

Requires the control parameter:: GTS
Requires the derived parameter:: MFV
Requires the aide sequences:: ALV ALVDH ARV ARVDH ULV ULVDH URV URVDH
Calculates the aide sequences:: QLVDH QRVDH
Basic equation:: \(QVDH = MFV \cdot \frac{5 \cdot AV^{2/3} \cdot AVDH}{3 \cdot UV^{2/3}} - \frac{2 \cdot AV^{5/3} \cdot UVDH}{3 \cdot UV^{5/3}}\)

Examples:

First, we apply the class NumericalDifferentiator to validate the calculated derivatives:

>>> from hydpy.models.lstream import *
>>> parameterstep()
>>> gts(2)
>>> hm(1.0)
>>> bv(left=2.0, right=3.0)
>>> bnv(left=4.0, right=5.0)
>>> derived.bnvf.update()
>>> derived.hv(left=1.0, right=2.0)
>>> derived.mfv(left=10.0, right=18.0)
>>> derived.hrp(0.0)
>>> states.h = 0.5, 1.5
>>> model.calc_rhv_v1()
>>> model.calc_rhvdh_v1()
>>> model.calc_rhlvr_rhrvr_v1()
>>> model.calc_rhlvrdh_rhrvrdh_v1()
>>> model.calc_alv_arv_ulv_urv_v1()
>>> model.calc_alvdh_arvdh_ulvdh_urvdh_v1()
>>> model.calc_qlvdh_qrvdh_v1()
>>> aides.qlvdh
qlvdh(0.0, 29.091363)
>>> aides.qrvdh
qrvdh(0.0, 74.651886)

>>> from hydpy import NumericalDifferentiator
>>> numdiff = NumericalDifferentiator(
...     xsequence=states.h,
...     ysequences=[aides.qlv, aides.qrv],
...     methods=[model.calc_rhv_v1,
...              model.calc_rhlvr_rhrvr_v1,
...              model.calc_alv_arv_ulv_urv_v1,
...              model.calc_qlv_qrv_v1])()
d_qlv/d_h: 0.0, 29.091363
d_qrv/d_h: 0.0, 74.651886

Second, we show that zero values for ALV or ULV as well as for ARV or URV result in zero values for QLVDH or QRVDH, respectively:

>>> aides.alv = 1.0, 0.0
>>> aides.ulv = 0.0, 1.0
>>> aides.arv = 1.0, 0.0
>>> aides.urv = 0.0, 1.0
>>> model.calc_qlvdh_qrvdh_v1()
>>> aides.qlvdh
qlvdh(0.0, 0.0)
>>> aides.qrvdh
qrvdh(0.0, 0.0)

class hydpy.models.lstream.lstream_model.Calc_QLVR_QRVR_V1[source]¶

Bases: hydpy.core.modeltools.Method

Calculate the discharge of both outer embankments after Manning-Strickler.

Required by the method:: Return_QF_V1
Requires the control parameter:: GTS
Requires the derived parameter:: MFV
Requires the aide sequences:: ALVR ARVR ULVR URVR
Calculates the aide sequences:: QLVR QRVR
Basic equation:: \(QVR = MFV \cdot \frac{AVR^{5/3}}{UVR^{2/3}}\)

Examples:

Note the handling of zero values for ULVR and URVR (in the second subsection):

>>> from hydpy.models.lstream import *
>>> parameterstep()
>>> gts(2)
>>> derived.mfv(left=10.0, right=1.2)
>>> aides.alvr = 3.0, 3.0
>>> aides.arvr = 4.0, 4.0
>>> aides.ulvr = 7.0, 0.0
>>> aides.urvr = 8.0, 0.0
>>> model.calc_qlvr_qrvr_v1()
>>> aides.qlvr
qlvr(17.053102, 0.0)
>>> aides.qrvr
qrvr(3.023811, 0.0)

class hydpy.models.lstream.lstream_model.Calc_QLVR_QRVR_V2[source]¶

Bases: hydpy.core.modeltools.Method

Calculate the discharge of both outer embankments following the kinematic wave approach.

Requires the control parameter:: GTS
Requires the aide sequences:: ALVR ARVR QLVRDH QRVRDH ALVRDH ARVRDH
Calculates the aide sequences:: QLVR QRVR
Basic equation:: \(QVR = \frac{QVRDH}{AVRDH} \cdot AVR\)

Examples:

Note the handling of zero values for ALVRDH and ARVRDH (in the second subsection):

>>> from hydpy.models.lstream import *
>>> parameterstep()
>>> gts(2)
>>> aides.alvr = 3.0, 3.0
>>> aides.arvr = 5.0, 5.0
>>> aides.qlvrdh = 4.0, 4.0
>>> aides.qrvrdh = 6.0, 6.0
>>> aides.alvrdh = 2.0, 0.0
>>> aides.arvrdh = 4.0, 0.0
>>> model.calc_qlvr_qrvr_v2()
>>> aides.qlvr
qlvr(6.0, 0.0)
>>> aides.qrvr
qrvr(7.5, 0.0)

class hydpy.models.lstream.lstream_model.Calc_QLVRDH_QRVRDH_V1[source]¶

Bases: hydpy.core.modeltools.Method

Calculate the derivative of the discharge over the outer embankments with respect to the stage following method Calc_QLVR_QRVR_V1.

Requires the control parameter:: GTS
Requires the derived parameter:: MFV
Requires the aide sequences:: ALVR ALVRDH ARVR ARVRDH ULVR ULVRDH URVR URVRDH
Calculates the aide sequences:: QLVRDH QRVRDH
Basic equation:: \(QVRDH = MFVR \cdot \frac{5 \cdot AVR^{2/3} \cdot AVRDH}{3 \cdot UVR^{2/3}} - \frac{2 \cdot AVR{5/3} \cdot UVRDH}{3 \cdot UVR^{5/3}}\)

Examples:

First, we apply the class NumericalDifferentiator to validate the calculated derivatives:

>>> from hydpy.models.lstream import *
>>> parameterstep()
>>> gts(2)
>>> hm(1.0)
>>> bnvr(left=4.0, right=5.0)
>>> derived.bnvrf.update()
>>> derived.hv(left=1.0, right=2.0)
>>> derived.mfv(left=10.0, right=18.0)
>>> derived.hrp(0.0)
>>> states.h = 1.5, 3.5
>>> model.calc_rhlvr_rhrvr_v1()
>>> model.calc_rhlvrdh_rhrvrdh_v1()
>>> model.calc_alvr_arvr_ulvr_urvr_v1()
>>> model.calc_alvrdh_arvrdh_ulvrdh_urvrdh_v1()
>>> model.calc_qlvrdh_qrvrdh_v1()
>>> aides.qlvrdh
qlvrdh(0.0, 64.717418)
>>> aides.qrvrdh
qrvrdh(0.0, 23.501747)

>>> from hydpy import NumericalDifferentiator
>>> NumericalDifferentiator(
...     xsequence=states.h,
...     ysequences=[aides.qlvr, aides.qrvr],
...     methods=[model.calc_rhlvr_rhrvr_v1,
...              model.calc_alvr_arvr_ulvr_urvr_v1,
...              model.calc_qlvr_qrvr_v1])()
d_qlvr/d_h: 0.0, 64.717418
d_qrvr/d_h: 0.0, 23.501747

Second, we show that zero values for ALVR or ULVR as well as for ARVR or URVR result in zero values for QLVRDH or QRVRDH, respectively:

>>> aides.alvr = 1.0, 0.0
>>> aides.ulvr = 0.0, 1.0
>>> aides.arvr = 1.0, 0.0
>>> aides.urvr = 0.0, 1.0
>>> model.calc_qlvrdh_qrvrdh_v1()
>>> aides.qlvrdh
qlvrdh(0.0, 0.0)
>>> aides.qrvrdh
qrvrdh(0.0, 0.0)

class hydpy.models.lstream.lstream_model.Calc_AG_V1[source]¶

Bases: hydpy.core.modeltools.Method

Calculate the through wetted of the total cross-sections.

Required by the method:: Return_QF_V1
Requires the control parameter:: GTS
Requires the aide sequences:: AM ALV ARV ALVR ARVR
Calculates the aide sequence:: AG
Basic equation:: \(AG = AM+ALV+ARV+ALVR+ARVR\)

Example:

>>> from hydpy.models.lstream import *
>>> parameterstep()
>>> gts(2)
>>> aides.am = 0.0, 1.0
>>> aides.alv = 2.0, 4.0
>>> aides.arv = 3.0, 5.0
>>> aides.alvr = 6.0, 8.0
>>> aides.arvr = 7.0, 9.0
>>> model.calc_ag_v1()
>>> aides.ag
ag(18.0, 27.0)

class hydpy.models.lstream.lstream_model.Calc_QG_V1[source]¶

Bases: hydpy.core.modeltools.Method

Calculate the discharge of the total cross-section.

Required by the method:: Return_QF_V1
Requires the control parameter:: GTS
Requires the aide sequences:: QM QLV QRV QLVR QRVR
Calculates the flux sequence:: QG
Basic equation:: \(QG = QM+QLV+QRV+QLVR+QRVR\)

Example:

>>> from hydpy.models.lstream import *
>>> parameterstep()
>>> gts(2)
>>> aides.qm = 0.0, 1.0
>>> aides.qlv = 2.0, 4.0
>>> aides.qrv = 3.0, 5.0
>>> aides.qlvr = 6.0, 8.0
>>> aides.qrvr = 7.0, 9.0
>>> model.calc_qg_v1()
>>> fluxes.qg
qg(18.0, 27.0)

class hydpy.models.lstream.lstream_model.Calc_QG_V2[source]¶

Bases: hydpy.core.modeltools.Method

Determine the discharge of each the total cross-section based on an artificial neural network describing the relationship between water storage in the total channel and discharge.

Requires the control parameters:: GTS VG2QG
Requires the state sequence:: VG
Calculates the flux sequence:: QG

Example:

The following example applies a very simple relationship based on a single neuron:

>>> from hydpy.models.lstream import *
>>> parameterstep()
>>> gts(2)
>>> vg2qg(nmb_inputs=1, nmb_neurons=(1,), nmb_outputs=1,
...       weights_input=0.5, weights_output=1.0,
...       intercepts_hidden=0.0, intercepts_output=-0.5)

>>> from hydpy import UnitTest
>>> test = UnitTest(model,
...                 model.calc_qg_v2,
...                 last_example=10,
...                 parseqs=(states.vg,
...                          fluxes.qg))
>>> test.nexts.vg = numpy.ones((10, 2))
>>> test.nexts.vg[:, 0] = numpy.arange(0.0, 10.0)
>>> test.nexts.vg[:, 1] = numpy.arange(10.0, 20.0)
>>> test()
| ex. |        vg |                 qg |
----------------------------------------
|   1 | 0.0  10.0 |      0.0  0.493307 |
|   2 | 1.0  11.0 | 0.122459   0.49593 |
|   3 | 2.0  12.0 | 0.231059  0.497527 |
|   4 | 3.0  13.0 | 0.317574  0.498499 |
|   5 | 4.0  14.0 | 0.380797  0.499089 |
|   6 | 5.0  15.0 | 0.424142  0.499447 |
|   7 | 6.0  16.0 | 0.452574  0.499665 |
|   8 | 7.0  17.0 | 0.470688  0.499797 |
|   9 | 8.0  18.0 | 0.482014  0.499877 |
|  10 | 9.0  19.0 | 0.489013  0.499925 |

For more realistic approximations of measured relationships between storage and discharge, we require larger neural networks.

class hydpy.models.lstream.lstream_model.Calc_WBM_V1[source]¶

Bases: hydpy.core.modeltools.Method

Calculate the water table width above the main channel.

Requires the control parameters:: GTS BM BNM
Requires the fixed parameters:: WBMin WBReg
Requires the aide sequences:: RHM RHMDH RHV RHVDH
Calculates the aide sequence:: WBM

Examples:

Due to \(WBM = \frac{dAM}{dh}\), we can apply the class NumericalDifferentiator to validate the calculated water table widths:

>>> from hydpy.models.lstream import *
>>> parameterstep()
>>> gts(5)
>>> bm(4.0)
>>> bnm(2.0)
>>> hm(1.0)
>>> hr(0.0)
>>> derived.hrp.update()
>>> states.h = 0.0, 0.9, 1.0, 1.1, 2.0
>>> model.calc_rhm_v1()
>>> model.calc_rhmdh_v1()
>>> model.calc_rhv_v1()
>>> model.calc_rhvdh_v1()
>>> model.calc_wbm_v1()
>>> aides.wbm
wbm(4.0, 7.6, 8.0, 8.0, 8.0)

>>> from hydpy import NumericalDifferentiator
>>> numdiff = NumericalDifferentiator(
...     xsequence=states.h,
...     ysequences=[aides.am],
...     methods=[model.calc_rhm_v1,
...              model.calc_rhv_v1,
...              model.calc_am_um_v1])
>>> numdiff()
d_am/d_h: 4.0, 7.6, 8.0, 8.0, 8.0

>>> hr(0.1)
>>> derived.hrp.update()
>>> model.calc_rhm_v1()
>>> model.calc_rhmdh_v1()
>>> model.calc_rhv_v1()
>>> model.calc_rhvdh_v1()
>>> model.calc_wbm_v1()
>>> aides.wbm
wbm(2.081965, 7.593774, 7.918034, 8.028465, 8.0)

>>> numdiff()
d_am/d_h: 2.081965, 7.593774, 7.918034, 8.028465, 8.0

class hydpy.models.lstream.lstream_model.Calc_WBLV_WBRV_V1[source]¶

Bases: hydpy.core.modeltools.Method

Calculate the water table width above both forelands.

Requires the control parameters:: GTS BV BNV
Requires the aide sequences:: RHV RHVDH RHLVR RHLVRDH RHRVR RHRVRDH
Calculates the aide sequences:: WBLV WBRV

Examples:

Due to \(WBV = \frac{dAV}{dh}\), we can apply the class NumericalDifferentiator to validate the calculated water table widths:

>>> from hydpy.models.lstream import *
>>> parameterstep()
>>> gts(11)
>>> bm(4.0)
>>> bnm(2.0)
>>> derived.bnvf.update()
>>> hm(1.0)
>>> bv(left=2.0, right=3.0)
>>> bbv(left=10., right=40.)
>>> bnv(left=10., right=20.)
>>> derived.hv.update()
>>> derived.hv
hv(left=1.0, right=2.0)
>>> hr(0.0)
>>> derived.hrp.update()
>>> states.h = 1.0, 1.5, 1.9, 2.0, 2.1, 2.5, 2.9, 3.0, 3.1, 3.5, 4.0
>>> model.calc_rhv_v1()
>>> model.calc_rhvdh_v1()
>>> model.calc_rhlvr_rhrvr_v1()
>>> model.calc_rhlvrdh_rhrvrdh_v1()
>>> model.calc_wblv_wbrv_v1()
>>> aides.wblv
wblv(2.0, 7.0, 11.0, 12.0, 12.0, 12.0, 12.0, 12.0, 12.0, 12.0, 12.0)
>>> aides.wbrv
wbrv(3.0, 13.0, 21.0, 23.0, 25.0, 33.0, 41.0, 43.0, 43.0, 43.0, 43.0)

>>> from hydpy import NumericalDifferentiator
>>> numdiff = NumericalDifferentiator(
...     xsequence=states.h,
...     ysequences=[aides.alv, aides.arv],
...     methods=[model.calc_rhv_v1,
...              model.calc_rhlvr_rhrvr_v1,
...              model.calc_alv_arv_ulv_urv_v1])
>>> numdiff()
d_alv/d_h: 2.0, 7.0, 11.0, 12.0, 12.0, 12.0, 12.0, 12.0, 12.0, 12.0, 12.0
d_arv/d_h: 3.0, 13.0, 21.0, 23.0, 25.0, 33.0, 41.0, 43.0, 43.0, 43.0, 43.0

>>> hr(0.1)
>>> derived.hrp.update()
>>> model.calc_rhv_v1()
>>> model.calc_rhvdh_v1()
>>> model.calc_rhlvr_rhrvr_v1()
>>> model.calc_rhlvrdh_rhrvrdh_v1()
>>> model.calc_wblv_wbrv_v1()
>>> aides.wblv
wblv(1.204913, 6.998638, 10.984437, 11.795086, 12.071163, 12.000937,
     12.000002, 12.0, 12.0, 12.0, 12.0)
>>> aides.wbrv
wbrv(1.909826, 12.997489, 20.999995, 22.999999, 25.0, 33.0, 40.96888,
     42.590174, 43.142325, 43.001873, 43.000001)

>>> numdiff()
d_alv/d_h: 1.204913, 6.998638, 10.984437, 11.795086, 12.071163, 12.000937, 12.000002, 12.0, 12.0, 12.0, 12.0
d_arv/d_h: 1.909826, 12.997489, 20.999995, 22.999999, 25.0, 33.0, 40.96888, 42.590174, 43.142325, 43.001873, 43.000001

class hydpy.models.lstream.lstream_model.Calc_WBLVR_WBRVR_V1[source]¶

Bases: hydpy.core.modeltools.Method

Calculate the water table width above both outer embankments.

Requires the control parameters:: GTS BNVR
Requires the aide sequences:: RHLVR RHLVRDH RHRVR RHRVRDH
Calculates the aide sequences:: WBLVR WBRVR

Examples:

Due to \(WBVR = \frac{dAVR}{dh}\), we can apply the class NumericalDifferentiator to validate the calculated water table widths:

>>> from hydpy.models.lstream import *
>>> parameterstep()
>>> gts(11)
>>> hm(1.0)
>>> bnvr(left=4.0, right=5.0)
>>> derived.bnvrf.update()
>>> derived.hv(left=1.0, right=2.0)
>>> hr(0.0)
>>> derived.hrp.update()
>>> states.h = 1.0, 1.5, 1.9, 2.0, 2.1, 2.5, 2.9, 3.0, 3.1, 3.5, 4.0
>>> model.calc_rhlvr_rhrvr_v1()
>>> model.calc_rhlvrdh_rhrvrdh_v1()
>>> model.calc_wblvr_wbrvr_v1()
>>> aides.wblvr
wblvr(0.0, 0.0, 0.0, 0.0, 0.4, 2.0, 3.6, 4.0, 4.4, 6.0, 8.0)
>>> aides.wbrvr
wbrvr(0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.5, 2.5, 5.0)

>>> from hydpy import NumericalDifferentiator
>>> numdiff = NumericalDifferentiator(
...     xsequence=states.h,
...     ysequences=[aides.alvr, aides.arvr],
...     methods=[model.calc_rhlvr_rhrvr_v1,
...              model.calc_alvr_arvr_ulvr_urvr_v1])
>>> numdiff()
d_alvr/d_h: 0.0, 0.0, 0.0, 0.0, 0.4, 2.0, 3.6, 4.0, 4.4, 6.0, 8.0
d_arvr/d_h: 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.5, 2.5, 5.0

>>> hr(0.1)
>>> derived.hrp.update()
>>> model.calc_rhlvr_rhrvr_v1()
>>> model.calc_rhlvrdh_rhrvrdh_v1()
>>> model.calc_wblvr_wbrvr_v1()
>>> aides.wblvr
wblvr(0.0, 0.0, 0.006224, 0.081965, 0.371535, 1.999625, 3.599999, 4.0,
      4.4, 6.0, 8.0)
>>> aides.wbrvr
wbrvr(0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.00778, 0.102457, 0.464419,
      2.499532, 5.0)

>>> numdiff()
d_alvr/d_h: 0.0, 0.0, 0.006224, 0.081965, 0.371535, 1.999625, 3.599999, 4.0, 4.4, 6.0, 8.0
d_arvr/d_h: 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.00778, 0.102457, 0.464419, 2.499532, 5.0

class hydpy.models.lstream.lstream_model.Calc_WBG_V1[source]¶

Bases: hydpy.core.modeltools.Method

Calculate the water level width of the total cross-section.

Requires the control parameter:: GTS
Requires the aide sequences:: WBM WBLV WBRV WBLVR WBRVR
Calculates the aide sequence:: WBG
Basic equation:: \(WBG = WBM+WLV+WRV+WLVR+WRVR\)

Example:

>>> from hydpy.models.lstream import *
>>> parameterstep()
>>> gts(2)
>>> aides.wbm = 0.0, 1.0
>>> aides.wblv = 2.0, 4.0
>>> aides.wbrv = 3.0, 5.0
>>> aides.wblvr = 6.0, 8.0
>>> aides.wbrvr = 7.0, 9.0
>>> model.calc_wbg_v1()
>>> aides.wbg
wbg(18.0, 27.0)

class hydpy.models.lstream.lstream_model.Calc_DH_V1[source]¶

Bases: hydpy.core.modeltools.Method

Determine the change in the stage.

Requires the control parameters:: Laen GTS
Requires the flux sequences:: QZ QG
Requires the aide sequence:: WBG
Calculates the flux sequence:: DH
Basic equation:: \(DH = \frac{QG_{i-1}-QG_i}{WBG \cdot 1000 \cdot Laen / GTS}\)

Example:

>>> from hydpy.models.lstream import *
>>> parameterstep()
>>> laen(10.0)
>>> gts(5)
>>> aides.wbg(3.0, 3.5, 4.0, 3.5, 3.0)
>>> fluxes.qz = 1.0
>>> fluxes.qg = 2.0, 3.0, 4.0, 3.0, 2.0
>>> model.calc_dh_v1()
>>> fluxes.dh
dh(-0.000167, -0.000143, -0.000125, 0.000143, 0.000167)

class hydpy.models.lstream.lstream_model.Update_H_V1[source]¶

Bases: hydpy.core.modeltools.Method

Update the stage.

Requires the control parameter:: GTS
Requires the derived parameter:: Sek
Requires the flux sequence:: DH
Updates the state sequence:: H
Basic equation:: \(\frac{dH}{dt} = DH\)

Example:

>>> from hydpy.models.lstream import *
>>> parameterstep()
>>> gts(5)
>>> derived.sek(60*60)
>>> fluxes.dh = -0.12, -0.1, -0.09, 0.1, 0.12
>>> fluxes.dh /= 60*60
>>> states.h(1.0, 1.2, 1.3, 1.2, 1.0)
>>> model.update_h_v1()
>>> states.h
h(0.88, 1.1, 1.21, 1.3, 1.12)

class hydpy.models.lstream.lstream_model.Update_VG_V1[source]¶

Bases: hydpy.core.modeltools.Method

Update the water volume.

Requires the control parameter:: GTS
Requires the derived parameter:: Sek
Requires the flux sequences:: QZA QG
Updates the state sequence:: VG
Basic equation:: \(\frac{dV}{dt} = QG_{i-1}-QG_i\)

Example:

>>> from hydpy.models.lstream import *
>>> parameterstep()
>>> gts(5)
>>> derived.sek(60*60)
>>> states.vg(1.0, 1.2, 1.3, 1.2, 1.0)
>>> fluxes.qza = 1.0
>>> fluxes.qg = 3.0, 2.0, 4.0, 3.0, 5.0
>>> model.update_vg_v1()
>>> states.vg
vg(0.9928, 1.2036, 1.2928, 1.2036, 0.9928)

class hydpy.models.lstream.lstream_model.Calc_QA_V1[source]¶

Bases: hydpy.core.modeltools.Method

Query the actual outflow.

Requires the control parameter:: GTS
Requires the flux sequence:: QG
Calculates the flux sequence:: QA

Example:

>>> from hydpy.models.lstream import *
>>> parameterstep()
>>> gts(3)
>>> fluxes.qg = 2.0, 3.0, 4.0
>>> model.calc_qa_v1()
>>> fluxes.qa
qa(4.0)

class hydpy.models.lstream.lstream_model.Pass_Q_V1[source]¶

Bases: hydpy.core.modeltools.Method

Pass the outflow to the outlet node.

Requires the flux sequence:: QA
Calculates the outlet sequence:: Q

class hydpy.models.lstream.lstream_model.Return_QF_V1[source]¶

Bases: hydpy.core.modeltools.Method

Calculate and return the “error” between the actual discharge and the discharge corresponding to the given water stage.

Required by the method:: Return_H_V1
Required submethods:: Calc_RHM_V1 Calc_RHMDH_V1 Calc_RHV_V1 Calc_RHVDH_V1 Calc_RHLVR_RHRVR_V1 Calc_RHLVRDH_RHRVRDH_V1 Calc_AM_UM_V1 Calc_ALV_ARV_ULV_URV_V1 Calc_ALVR_ARVR_ULVR_URVR_V1 Calc_QM_V1 Calc_QLV_QRV_V1 Calc_QLVR_QRVR_V1 Calc_AG_V1 Calc_QG_V1
Requires the control parameters:: GTS HM BM BNM BV BNV BNVR
Requires the derived parameters:: HV HRP BNMF BNVF BNVRF MFM MFV
Calculates the state sequence:: H
Calculates the aide sequences:: RHM RHMDH RHV RHVDH RHLVR RHRVR RHLVRDH RHRVRDH AM UM ALV ARV ULV URV ALVR ARVR ULVR URVR QM QLV QRV QLVR QRVR AG
Basic equation:: \(Q(H) - QG_0\)

Method Return_QF_V1 is a helper function not intended for performing simulation runs but for easing the implementation of method calculate_characteristiclength() of application model lstream_v001 (and similar functionalities). More specifically, it defines the target function for the iterative root search triggered by method Return_H_V1.

While method Return_QF_V1 performs discharge calculations for all stream subsections, it evaluates only those of the first subsection. Accordingly, to avoid wasting computation time, one should not initialise more than one subsection before calling method Return_QF_V1 (or methods Return_H_V1 or calculate_characteristiclength()).

Example:

We reuse the example given in the main documentation on module lstream_v001:
>>> from hydpy.models.lstream import *
>>> parameterstep("1d")
>>> simulationstep("30m")
>>> gts(1)
>>> laen(100.0)
>>> gef(0.00025)
>>> bm(15.0)
>>> bnm(5.0)
>>> skm(1.0/0.035)
>>> hm(6.0)
>>> bv(100.0)
>>> bbv(20.0)
>>> bnv(10.0)
>>> bnvr(100.0)
>>> skv(10.0)
>>> ekm(1.0)
>>> ekv(1.0)
>>> hr(0.1)
>>> parameters.update()
A water stage of 1 m results in a discharge of 7.7 m³/s:
>>> states.h = 1.0
>>> model.calc_rhm_v1()
>>> model.calc_rhmdh_v1()
>>> model.calc_rhv_v1()
>>> model.calc_rhvdh_v1()
>>> model.calc_rhlvr_rhrvr_v1()
>>> model.calc_rhlvrdh_rhrvrdh_v1()
>>> model.calc_am_um_v1()
>>> model.calc_alv_arv_ulv_urv_v1()
>>> model.calc_alvr_arvr_ulvr_urvr_v1()
>>> model.calc_qm_v1()
>>> model.calc_qlv_qrv_v1()
>>> model.calc_qlvr_qrvr_v1()
>>> model.calc_ag_v1()
>>> model.calc_qg_v1()
>>> fluxes.qg
qg(7.745345)
The calculated QG value serves as the “true” value. Now, when passing stage values of 0.5 and 1.0 m, method Return_QF_V1 calculates the corresponding discharge values and returns the “errors” -5.5 m³/s (a stage of 0.5 m results in a too-small discharge value) and 0.0 m³/s (1.0 m is the “true” stage), respectively:
>>> from hydpy import round_
>>> round_(model.return_qf_v1(0.5))
-5.474691
>>> round_(model.return_qf_v1(1.0))
0.0
Note that method Return_QF_V1 does not overwrite the first entry of QG, which would complicate its application within an iterative approach.

Technical checks:

Note that method Return_QF_V1 calculates the value of sequence QG temporarily and resets it afterwards and calculates all other values of the mentioned sequences without resetting:

>>> from hydpy.core.testtools import check_selectedvariables
>>> from hydpy.models.lstream.lstream_model import Return_QF_V1
>>> print(check_selectedvariables(Return_QF_V1))
Definitely missing: qg
Possibly missing (REQUIREDSEQUENCES):
    Calc_RHM_V1: H
    Calc_RHMDH_V1: H
    Calc_RHV_V1: H
    Calc_RHVDH_V1: H
    Calc_RHLVR_RHRVR_V1: H
    Calc_RHLVRDH_RHRVRDH_V1: H
    Calc_AM_UM_V1: RHM and RHV
    Calc_ALV_ARV_ULV_URV_V1: RHV, RHLVR, and RHRVR
    Calc_ALVR_ARVR_ULVR_URVR_V1: RHLVR and RHRVR
    Calc_QM_V1: AM and UM
    Calc_QLV_QRV_V1: ALV, ARV, ULV, and URV
    Calc_QLVR_QRVR_V1: ALVR, ARVR, ULVR, and URVR
    Calc_AG_V1: AM, ALV, ARV, ALVR, and ARVR
    Calc_QG_V1: QM, QLV, QRV, QLVR, and QRVR
Possibly missing (RESULTSEQUENCES):
    Calc_QG_V1: QG

class hydpy.models.lstream.lstream_model.Return_H_V1[source]¶

Bases: hydpy.core.modeltools.Method

Calculate and return the water stage corresponding to the current discharge value.

Required submethod:: Return_QF_V1
Requires the control parameters:: GTS HM BM BNM BV BNV BNVR
Requires the derived parameters:: HV HRP BNMF BNVF BNVRF MFM MFV
Calculates the state sequence:: H
Calculates the aide sequences:: RHM RHMDH RHV RHVDH RHLVR RHRVR RHLVRDH RHRVRDH AM UM ALV ARV ULV URV ALVR ARVR ULVR URVR QM QLV QRV QLVR QRVR AG

Method Return_H_V1 is a helper function not for performing simulation runs but for easing the implementation of method calculate_characteristiclength() of application model lstream_v001 (or similar functionalities). More specifically, it performs a root search by applying the Pegasus method implemented in module rootutils on the target method Return_QF_V1. Hence, please see the additional application notes in the documentation on method Return_QF_V1.

Example:

We recreate the exact parameterisation as in the example of the documentation on method Return_QF_V1:

>>> from hydpy.models.lstream import *
>>> simulationstep("30m")
>>> parameterstep()

>>> gts(1)
>>> laen(100.0)
>>> gef(0.00025)
>>> bm(15.0)
>>> bnm(5.0)
>>> skm(1.0/0.035)
>>> hm(6.0)
>>> bv(100.0)
>>> bbv(20.0)
>>> bnv(10.0)
>>> bnvr(100.0)
>>> skv(10.0)
>>> ekm(1.0)
>>> ekv(1.0)
>>> hr(0.1)
>>> parameters.update()

For a given discharge value of 7.7 m³/s (discussed in the documentation on method Return_QF_V1), method Return_H_V1 correctly determines the water stage of 1 m:

>>> fluxes.qg = 7.745345
>>> from hydpy import print_values, round_
>>> round_(model.return_h_v1())
1.0

To evaluate the reliability of our implementation, we search for water stages covering an extensive range of discharge values. The last printed column shows that method Return_H_V1 finds the correct water stage in all cases:

>>> import numpy
>>> for q in [0.0]+list(numpy.logspace(-6, 6, 13)):
...     fluxes.qg = q
...     h = model.return_h_v1()
...     states.h = h
...     model.calc_rhm_v1()
...     model.calc_rhmdh_v1()
...     model.calc_rhv_v1()
...     model.calc_rhvdh_v1()
...     model.calc_rhlvr_rhrvr_v1()
...     model.calc_rhlvrdh_rhrvrdh_v1()
...     model.calc_am_um_v1()
...     model.calc_alv_arv_ulv_urv_v1()
...     model.calc_alvr_arvr_ulvr_urvr_v1()
...     model.calc_qm_v1()
...     model.calc_qlv_qrv_v1()
...     model.calc_qlvr_qrvr_v1()
...     model.calc_ag_v1()
...     model.calc_qg_v1()
...     error = fluxes.qg[0]-q
...     print_values([q, h, error])
0.0, -10.0, 0.0
0.000001, -0.390737, 0.0
0.00001, -0.308934, 0.0
0.0001, -0.226779, 0.0
0.001, -0.143209, 0.0
0.01, -0.053833, 0.0
0.1, 0.061356, 0.0
1.0, 0.310079, 0.0
10.0, 1.150307, 0.0
100.0, 3.717833, 0.0
1000.0, 9.108276, 0.0
10000.0, 18.246131, 0.0
100000.0, 37.330632, 0.0
1000000.0, 81.363979, 0.0

Due to smoothing the water stage with respect to the channel bottom, small discharge values result in negative water stages. The smallest allowed stage is -10 m.

Through setting the regularisation parameter HR to zero (which we do not recommend), method Return_H_V1 should return the non-negative water stages agreeing with the original, discontinuous Manning-Strickler equation:

>>> hr(0.0)
>>> parameters.update()
>>> for q in [0.0]+list(numpy.logspace(-6, 6, 13)):
...     fluxes.qg = q
...     h = model.return_h_v1()
...     states.h = h
...     model.calc_rhm_v1()
...     model.calc_rhmdh_v1()
...     model.calc_rhv_v1()
...     model.calc_rhvdh_v1()
...     model.calc_rhlvr_rhrvr_v1()
...     model.calc_rhlvrdh_rhrvrdh_v1()
...     model.calc_am_um_v1()
...     model.calc_alv_arv_ulv_urv_v1()
...     model.calc_alvr_arvr_ulvr_urvr_v1()
...     model.calc_qm_v1()
...     model.calc_qlv_qrv_v1()
...     model.calc_qlvr_qrvr_v1()
...     model.calc_ag_v1()
...     model.calc_qg_v1()
...     error = fluxes.qg[0]-q
...     print_values([q, h, error])
0.0, 0.0, 0.0
0.000001, 0.00008, 0.0
0.00001, 0.000317, 0.0
0.0001, 0.001263, 0.0
0.001, 0.005027, 0.0
0.01, 0.019992, 0.0
0.1, 0.079286, 0.0
1.0, 0.31039, 0.0
10.0, 1.150307, 0.0
100.0, 3.717833, 0.0
1000.0, 9.108276, 0.0
10000.0, 18.246131, 0.0
100000.0, 37.330632, 0.0
1000000.0, 81.363979, 0.0

class hydpy.models.lstream.lstream_model.PegasusH(model: hydpy.core.modeltools.Model)[source]¶

Bases: hydpy.auxs.roottools.Pegasus

Pegasus iterator for finding the correct water stage.

METHODS: ClassVar[Tuple[Type[Method], …]] = (<class 'hydpy.models.lstream.lstream_model.Return_QF_V1'>,)¶

name = 'pegasush'¶

class hydpy.models.lstream.lstream_model.ProfileMixin[source]¶

Bases: object

Mixin class for L-Stream models performing discharge calculations based on a triple trapezoid profile.

plot_profile(labelformat: str = '%.1f')[source]¶

Plot the triple trapezoid profile and insert the discharge values at some characteristic stages.

We reuse the second example given in the main documentation on module lstream_v001:

>>> from hydpy.models.lstream_v001 import *
>>> parameterstep("1d")
>>> simulationstep("30m")
>>> laen(100.0)
>>> gef(0.00025)
>>> bm(15.0)
>>> bnm(5.0)
>>> skm(1.0/0.035)
>>> hm(6.0)
>>> bv(100.0)
>>> bbv(20.0)
>>> bnv(10.0)
>>> bnvr(100.0)
>>> skv(10.0)
>>> ekm(1.0)
>>> ekv(1.0)
>>> hr(0.1)
>>> gts(1)
>>> parameters.update()

Calling method plot_profile() prepares the profile plot and, depending on you matplotlib configuration, eventually prints it directly on your screen:

>>> model.plot_profile()
>>> from hydpy.core.testtools import save_autofig
>>> save_autofig("lstream_plot_profile.png")

prepare_hvector(nmb: int = 1000, exp: float = 2.0, hmin: Optional[float] = None, hmax: Optional[float] = None) → Tuple[float, …][source]¶

Prepare a vector of the stage values.

The argument nmb defines the number of stage values, exp defines their spacing (1.0 results in equidistant values), and hmin and hmax the lowest and highest water stage, respectively:

>>> from hydpy.models.lstream_v001 import *
>>> parameterstep()
>>> from hydpy import print_values
>>> print_values(model.prepare_hvector(
...     nmb=10, hmin=-1.0, hmax=8, exp=1.0))
-1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0

When not specified by the user, method prepare_hvector() determines hmin and hmax based on the current value of HM (-10 % and 300 %, respectively) and takes a higher sampling rate in the lower value range (by setting exp to two):

>>> hm(6.0)
>>> print_values(model.prepare_hvector(nmb=10))
-0.6, -0.37037, 0.318519, 1.466667, 3.074074, 5.140741, 7.666667,
10.651852, 14.096296, 18.0

calculate_qgvector(hvector: Iterable[float]) → Tuple[float, …][source]¶

Calculate the discharge values (in m³/s) corresponding to the given stage vector.

We reuse the second example given in the main documentation on module lstream_v001 also show the results of the similar methods calculate_agvector() and calculate_vgvector():

>>> from hydpy.models.lstream_v001 import *
>>> parameterstep("1d")
>>> simulationstep("30m")
>>> laen(100.0)
>>> gef(0.00025)
>>> bm(15.0)
>>> bnm(5.0)
>>> skm(1.0/0.035)
>>> hm(6.0)
>>> bv(100.0)
>>> bbv(20.0)
>>> bnv(10.0)
>>> bnvr(100.0)
>>> skv(10.0)
>>> ekm(1.0)
>>> ekv(1.0)
>>> hr(0.1)
>>> gts(2)
>>> parameters.update()

>>> from hydpy import print_values
>>> print_values(model.calculate_qgvector([0.0, 1.0, 2.0]))
0.033153, 7.745345, 28.436875
>>> print_values(model.calculate_agvector([0.0, 1.0, 2.0]))
0.623138, 20.0, 50.0
>>> print_values(model.calculate_vgvector([0.0, 1.0, 2.0]))
0.031157, 1.0, 2.5

calculate_agvector(hvector: Iterable[float]) → Tuple[float, …][source]¶

Calculate the wetted cross-section areas (in m²) corresponding to the given vector of stage values.

See the documentation on method calculate_qgvector() for an example.

calculate_vgvector(hvector: Iterable[float]) → Tuple[float, …][source]¶

Calculate the water volume stored within a channel subsection (in Mio m³) corresponding to the given vector of stage values.

See the documentation on method calculate_qgvector() for an example.

Parameter Features¶

Control parameters¶

class hydpy.models.lstream.ControlParameters(master: hydpy.core.parametertools.Parameters, cls_fastaccess: Optional[Type[hydpy.core.parametertools.FastAccessParameter]] = None, cymodel: Optional[hydpy.core.typingtools.CyModelProtocol] = None)

Bases: hydpy.core.variabletools.SubVariables[hydpy.core.parametertools.Parameters, Parameter, hydpy.core.parametertools.FastAccessParameter]

Control parameters of model lstream.

The following classes are selected:

Laen() Flusslänge (channel length) [km].
Gef() Sohlgefälle (channel slope) [-].
GTS() Anzahl Gewässerteilstrecken (number of channel subsections) [-].
HM() Höhe Hauptgerinne (height of the main channel) [m].
BM() Sohlbreite Hauptgerinne (bed width of the main channel) [m].
BNM() Böschungsneigung Hauptgerinne (slope of both main channel embankments) [-].
BV() Sohlbreite Vorländer (bed widths of both forelands) [m].
BBV() Breite Vorlandböschungen (width of both foreland embankments) [m].
BNV() Böschungsneigung Vorländer (slope of both foreland embankments) [-].
BNVR() Böschungsneigung Vorlandränder (slope of both outer embankments) [-].
SKM() Rauigkeitsbeiwert Hauptgerinne (roughness coefficient of the main channel) [m^(1/3)/s].
SKV() Rauigkeitsbeiwert Vorländer (roughness coefficient of both forelands) [m^(1/3)/s].
EKM() Kalibrierfaktor Hauptgerinne (calibration factor for the main channel) [-].
EKV() Kalibrierfaktor Vorländer (calibration factor for both forelands) [m].
HR() Allgemeiner Glättungsparameter für den Wasserstand (general smoothing parameter for the water stage) [mm].
VG2QG() Künstliches Neuronales Netz zur Abbildung der Abhängigkeit des Abflusses einer Gewässerteilstrecke von deren aktuller Wasserspeicherung (artificial neural network describing the relationship between total discharge and water storage of individual channel subsections [-].

class hydpy.models.lstream.lstream_control.Laen(subvars: SubVariablesType)[source]¶

Bases: hydpy.core.variabletools.Variable[hydpy.core.parametertools.SubParameters, hydpy.core.parametertools.FastAccessParameter]

Flusslänge (channel length) [km].

Required by the method:: Calc_DH_V1

NDIM: int = 0¶

TYPE¶

TIME: Optional[bool] = None¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (0.0, None)¶

name: str = 'laen'¶

unit: str = 'km'¶

class hydpy.models.lstream.lstream_control.Gef(subvars: SubVariablesType)[source]¶

Bases: hydpy.core.variabletools.Variable[hydpy.core.parametertools.SubParameters, hydpy.core.parametertools.FastAccessParameter]

Sohlgefälle (channel slope) [-].

NDIM: int = 0¶

TYPE¶

TIME: Optional[bool] = None¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (0.0, None)¶

name: str = 'gef'¶

unit: str = '-'¶

class hydpy.models.lstream.lstream_control.GTS(subvars: SubVariablesType)[source]¶

Bases: hydpy.core.variabletools.Variable[hydpy.core.parametertools.SubParameters, hydpy.core.parametertools.FastAccessParameter]

Anzahl Gewässerteilstrecken (number of channel subsections) [-].

Calling the parameter GTS prepares the shape of all 1-dimensional sequences for which each entry corresponds to an individual channel subsection:

>>> from hydpy.models.lstream import *
>>> parameterstep()
>>> gts(3)
>>> states.h
h(nan, nan, nan)

NDIM: int = 0¶

TYPE¶

TIME: Optional[bool] = None¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (1, None)¶

name: str = 'gts'¶

unit: str = '-'¶

class hydpy.models.lstream.lstream_control.HM(subvars: SubVariablesType)[source]¶

Bases: hydpy.core.variabletools.Variable[hydpy.core.parametertools.SubParameters, hydpy.core.parametertools.FastAccessParameter]

Höhe Hauptgerinne (height of the main channel) [m].

Required by the methods:: Calc_RHLVRDH_RHRVRDH_V1 Calc_RHLVR_RHRVR_V1 Calc_RHVDH_V1 Calc_RHV_V1 Return_H_V1 Return_QF_V1

NDIM: int = 0¶

TYPE¶

TIME: Optional[bool] = None¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (0.0, None)¶

name: str = 'hm'¶

unit: str = 'm'¶

class hydpy.models.lstream.lstream_control.BM(subvars: SubVariablesType)[source]¶

Bases: hydpy.core.variabletools.Variable[hydpy.core.parametertools.SubParameters, hydpy.core.parametertools.FastAccessParameter]

Sohlbreite Hauptgerinne (bed width of the main channel) [m].

Required by the methods:: Calc_AMDH_UMDH_V1 Calc_AM_UM_V1 Calc_WBM_V1 Return_H_V1 Return_QF_V1

NDIM: int = 0¶

TYPE¶

TIME: Optional[bool] = None¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (0.0, None)¶

name: str = 'bm'¶

unit: str = 'm'¶

class hydpy.models.lstream.lstream_control.BNM(subvars: SubVariablesType)[source]¶

Bases: hydpy.core.variabletools.Variable[hydpy.core.parametertools.SubParameters, hydpy.core.parametertools.FastAccessParameter]

Böschungsneigung Hauptgerinne (slope of both main channel embankments) [-].

Required by the methods:: Calc_AMDH_UMDH_V1 Calc_AM_UM_V1 Calc_WBM_V1 Return_H_V1 Return_QF_V1

NDIM: int = 0¶

TYPE¶

TIME: Optional[bool] = None¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (0.0, None)¶

name: str = 'bnm'¶

unit: str = '-'¶

class hydpy.models.lstream.lstream_control.BV(subvars: SubVariablesType)[source]¶

Bases: hydpy.core.variabletools.Variable[hydpy.core.parametertools.SubParameters, hydpy.core.parametertools.FastAccessParameter]

Sohlbreite Vorländer (bed widths of both forelands) [m].

Required by the methods:: Calc_ALVDH_ARVDH_ULVDH_URVDH_V1 Calc_ALV_ARV_ULV_URV_V1 Calc_WBLV_WBRV_V1 Return_H_V1 Return_QF_V1

NDIM: int = 1¶

TYPE¶

TIME: Optional[bool] = None¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (0.0, None)¶

name: str = 'bv'¶

unit: str = 'm'¶

class hydpy.models.lstream.lstream_control.BBV(subvars: SubVariablesType)[source]¶

Bases: hydpy.core.variabletools.Variable[hydpy.core.parametertools.SubParameters, hydpy.core.parametertools.FastAccessParameter]

Breite Vorlandböschungen (width of both foreland embankments) [m].

NDIM: int = 1¶

TYPE¶

TIME: Optional[bool] = None¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (0.0, None)¶

name: str = 'bbv'¶

unit: str = 'm'¶

class hydpy.models.lstream.lstream_control.BNV(subvars: SubVariablesType)[source]¶

Bases: hydpy.core.variabletools.Variable[hydpy.core.parametertools.SubParameters, hydpy.core.parametertools.FastAccessParameter]

Böschungsneigung Vorländer (slope of both foreland embankments) [-].

Required by the methods:: Calc_ALVDH_ARVDH_ULVDH_URVDH_V1 Calc_ALV_ARV_ULV_URV_V1 Calc_WBLV_WBRV_V1 Return_H_V1 Return_QF_V1

NDIM: int = 1¶

TYPE¶

TIME: Optional[bool] = None¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (0.0, None)¶

name: str = 'bnv'¶

unit: str = '-'¶

class hydpy.models.lstream.lstream_control.BNVR(subvars: SubVariablesType)[source]¶

Bases: hydpy.core.variabletools.Variable[hydpy.core.parametertools.SubParameters, hydpy.core.parametertools.FastAccessParameter]

Böschungsneigung Vorlandränder (slope of both outer embankments) [-].

Required by the methods:: Calc_ALVRDH_ARVRDH_ULVRDH_URVRDH_V1 Calc_ALVR_ARVR_ULVR_URVR_V1 Calc_WBLVR_WBRVR_V1 Return_H_V1 Return_QF_V1

NDIM: int = 1¶

TYPE¶

TIME: Optional[bool] = None¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (0.0, None)¶

name: str = 'bnvr'¶

unit: str = '-'¶

class hydpy.models.lstream.lstream_control.SKM(subvars: SubVariablesType)[source]¶

Bases: hydpy.core.variabletools.Variable[hydpy.core.parametertools.SubParameters, hydpy.core.parametertools.FastAccessParameter]

Rauigkeitsbeiwert Hauptgerinne (roughness coefficient of the main channel) [m^(1/3)/s].

NDIM: int = 0¶

TYPE¶

TIME: Optional[bool] = None¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (0.0, None)¶

name: str = 'skm'¶

unit: str = 'm^(1/3)/s'¶

class hydpy.models.lstream.lstream_control.SKV(subvars: SubVariablesType)[source]¶

Bases: hydpy.core.variabletools.Variable[hydpy.core.parametertools.SubParameters, hydpy.core.parametertools.FastAccessParameter]

Rauigkeitsbeiwert Vorländer (roughness coefficient of both forelands) [m^(1/3)/s].

NDIM: int = 1¶

TYPE¶

TIME: Optional[bool] = None¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (0.0, None)¶

name: str = 'skv'¶

unit: str = 'm^(1/3)/s'¶

class hydpy.models.lstream.lstream_control.EKM(subvars: SubVariablesType)[source]¶

Bases: hydpy.core.variabletools.Variable[hydpy.core.parametertools.SubParameters, hydpy.core.parametertools.FastAccessParameter]

Kalibrierfaktor Hauptgerinne (calibration factor for the main channel) [-].

NDIM: int = 0¶

TYPE¶

TIME: Optional[bool] = None¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (0.0, None)¶

name: str = 'ekm'¶

unit: str = '-'¶

class hydpy.models.lstream.lstream_control.EKV(subvars: SubVariablesType)[source]¶

Bases: hydpy.core.variabletools.Variable[hydpy.core.parametertools.SubParameters, hydpy.core.parametertools.FastAccessParameter]

Kalibrierfaktor Vorländer (calibration factor for both forelands) [m].

NDIM: int = 1¶

TYPE¶

TIME: Optional[bool] = None¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (0.0, None)¶

name: str = 'ekv'¶

unit: str = 'm'¶

class hydpy.models.lstream.lstream_control.HR(subvars: SubVariablesType)[source]¶

Bases: hydpy.core.variabletools.Variable[hydpy.core.parametertools.SubParameters, hydpy.core.parametertools.FastAccessParameter]

Allgemeiner Glättungsparameter für den Wasserstand (general smoothing parameter for the water stage) [mm].

NDIM: int = 0¶

TYPE¶

TIME: Optional[bool] = None¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (0.0, None)¶

name: str = 'hr'¶

unit: str = 'mm'¶

class hydpy.models.lstream.lstream_control.VG2QG(subvars: hydpy.core.parametertools.SubParameters)[source]¶

Bases: hydpy.auxs.anntools.ANN

Künstliches Neuronales Netz zur Abbildung der Abhängigkeit des Abflusses einer Gewässerteilstrecke von deren aktuller Wasserspeicherung (artificial neural network describing the relationship between total discharge and water storage of individual channel subsections [-].

Required by the method:: Calc_QG_V2

XLABEL: str = 'vg [million m³]'¶

YLABEL: str = 'qg [m³/s]'¶

name = 'vg2qg'¶

Derived parameters¶

class hydpy.models.lstream.DerivedParameters(master: hydpy.core.parametertools.Parameters, cls_fastaccess: Optional[Type[hydpy.core.parametertools.FastAccessParameter]] = None, cymodel: Optional[hydpy.core.typingtools.CyModelProtocol] = None)

Bases: hydpy.core.variabletools.SubVariables[hydpy.core.parametertools.Parameters, Parameter, hydpy.core.parametertools.FastAccessParameter]

Derived parameters of model lstream.

The following classes are selected:

Sek() Sekunden im Simulationszeitschritt (Number of seconds of the selected simulation time step) [s].
HV() Höhe Vorländer (height of both forelands) [m].
MFM() Produkt der zeitkonstanten Terme der Manning-Strickler-Formel für das Hauptgerinne (product of the time-constant terms of the Manning-Strickler equation, calculated for the main channel) [m^(1/3)/s].
MFV() Produkt der zeitkonstanten Terme der Manning-Strickler-Formel für beide Vorländer (product of the time-constant terms of the Manning-Strickler equation, calculated for both forelands) [m^(1/3)/s].
BNMF() Hilfsterm zur Berechnung des benetzten Böschungsumfangs im Hauptgerinne (auxiliary term for the calculation of the wetted perimeter of the slope of the main channel) [m].
BNVF() Hilfsterm zur Berechnung des benetzten Böschungsumfangs der Vorländer (auxiliary term for the calculation of the wetted perimeter of the slope of both forelands) [m].
BNVRF() Hilfsterm zur Berechnung des benetzten Böschungsumfangs der Vorlandränder (auxiliary term for the calculation of the wetted perimeter of the slope of both outer embankments) [m].
HRP() Wasserstand-Regularisierungs-Parameter zur Verwendung in Verbindung mit Regularisierungsfunktion smooth_logistic2() (regularisation parameter for water stage to be used when applying regularisation function smooth_logistic2()) [m].

class hydpy.models.lstream.lstream_derived.Sek(subvars: SubVariablesType)[source]¶

Bases: hydpy.core.variabletools.Variable[hydpy.core.parametertools.SubParameters, hydpy.core.parametertools.FastAccessParameter]

Sekunden im Simulationszeitschritt (Number of seconds of the selected simulation time step) [s].

Required by the methods:: Update_H_V1 Update_VG_V1

name: str = 'sek'¶

unit: str = 's'¶

class hydpy.models.lstream.lstream_derived.HV(subvars: SubVariablesType)[source]¶

Bases: hydpy.core.variabletools.Variable[hydpy.core.parametertools.SubParameters, hydpy.core.parametertools.FastAccessParameter]

Höhe Vorländer (height of both forelands) [m].

Required by the methods:: Calc_RHLVRDH_RHRVRDH_V1 Calc_RHLVR_RHRVR_V1 Return_H_V1 Return_QF_V1

NDIM: int = 1¶

TYPE¶

TIME: Optional[bool] = None¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (0.0, None)¶

update()[source]¶

Update based on \(HV=BBV/BNV\).

Examples:

>>> from hydpy.models.lstream import *
>>> parameterstep("1d")
>>> bbv(left=10., right=40.)
>>> bnv(left=10., right=20.)
>>> derived.hv.update()
>>> derived.hv
hv(left=1.0, right=2.0)
>>> bbv(left=10., right=0.)
>>> bnv(left=0., right=20.)
>>> derived.hv.update()
>>> derived.hv
hv(0.0)

name: str = 'hv'¶

unit: str = 'm'¶

class hydpy.models.lstream.lstream_derived.MFM(subvars: SubVariablesType)[source]¶

Bases: hydpy.core.variabletools.Variable[hydpy.core.parametertools.SubParameters, hydpy.core.parametertools.FastAccessParameter]

Produkt der zeitkonstanten Terme der Manning-Strickler-Formel für das Hauptgerinne (product of the time-constant terms of the Manning-Strickler equation, calculated for the main channel) [m^(1/3)/s].

Required by the methods:: Calc_QMDH_V1 Calc_QM_V1 Return_H_V1 Return_QF_V1

NDIM: int = 0¶

TYPE¶

TIME: Optional[bool] = None¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (0.0, None)¶

update()[source]¶

Update based on \(MFM=EKM \cdot SKM \cdot \sqrt{Gef}\).

Examples:

>>> from hydpy.models.lstream import *
>>> parameterstep("1d")
>>> ekm(2.0)
>>> skm(50.0)
>>> gef(0.01)
>>> derived.mfm.update()
>>> derived.mfm
mfm(10.0)

name: str = 'mfm'¶

unit: str = 'm^(1/3)/s'¶

class hydpy.models.lstream.lstream_derived.MFV(subvars: SubVariablesType)[source]¶

Bases: hydpy.core.variabletools.Variable[hydpy.core.parametertools.SubParameters, hydpy.core.parametertools.FastAccessParameter]

Produkt der zeitkonstanten Terme der Manning-Strickler-Formel für beide Vorländer (product of the time-constant terms of the Manning-Strickler equation, calculated for both forelands) [m^(1/3)/s].

Required by the methods:: Calc_QLVDH_QRVDH_V1 Calc_QLVRDH_QRVRDH_V1 Calc_QLVR_QRVR_V1 Calc_QLV_QRV_V1 Return_H_V1 Return_QF_V1

NDIM: int = 1¶

TYPE¶

TIME: Optional[bool] = None¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (0.0, None)¶

update()[source]¶

Update based on \(MFV=EKV \cdot SKV \cdot \sqrt{Gef}\).

Examples:

>>> from hydpy.models.lstream import *
>>> parameterstep("1d")
>>> ekv(left=2.0, right=4.0)
>>> skv(left=25.0, right=50)
>>> gef(0.01)
>>> derived.mfv.update()
>>> derived.mfv
mfv(left=5.0, right=20.0)

name: str = 'mfv'¶

unit: str = 'm^(1/3)/s'¶

class hydpy.models.lstream.lstream_derived.BNMF(subvars: SubVariablesType)[source]¶

Bases: hydpy.core.variabletools.Variable[hydpy.core.parametertools.SubParameters, hydpy.core.parametertools.FastAccessParameter]

Hilfsterm zur Berechnung des benetzten Böschungsumfangs im Hauptgerinne (auxiliary term for the calculation of the wetted perimeter of the slope of the main channel) [m].

Required by the methods:: Calc_AMDH_UMDH_V1 Calc_AM_UM_V1 Return_H_V1 Return_QF_V1

NDIM: int = 0¶

TYPE¶

TIME: Optional[bool] = None¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (0.0, None)¶

update()[source]¶

Update based on \(BNMF= \sqrt{1+BNM^2}\).

Examples:

>>> from hydpy.models.lstream import *
>>> parameterstep("1d")
>>> bnm(2.0)
>>> derived.bnmf.update()
>>> derived.bnmf
bnmf(2.236068)

name: str = 'bnmf'¶

unit: str = 'm'¶

class hydpy.models.lstream.lstream_derived.BNVF(subvars: SubVariablesType)[source]¶

Bases: hydpy.core.variabletools.Variable[hydpy.core.parametertools.SubParameters, hydpy.core.parametertools.FastAccessParameter]

Hilfsterm zur Berechnung des benetzten Böschungsumfangs der Vorländer (auxiliary term for the calculation of the wetted perimeter of the slope of both forelands) [m].

Required by the methods:: Calc_ALVDH_ARVDH_ULVDH_URVDH_V1 Calc_ALV_ARV_ULV_URV_V1 Return_H_V1 Return_QF_V1

NDIM: int = 1¶

TYPE¶

TIME: Optional[bool] = None¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (0.0, None)¶

update()[source]¶

Update based on \(BNVF= \sqrt{1+BNV^2}\).

Examples:

>>> from hydpy.models.lstream import *
>>> parameterstep("1d")
>>> bnv(left=2.0, right=3.0)
>>> derived.bnvf.update()
>>> derived.bnvf
bnvf(left=2.236068, right=3.162278)

name: str = 'bnvf'¶

unit: str = 'm'¶

class hydpy.models.lstream.lstream_derived.BNVRF(subvars: SubVariablesType)[source]¶

Bases: hydpy.core.variabletools.Variable[hydpy.core.parametertools.SubParameters, hydpy.core.parametertools.FastAccessParameter]

Hilfsterm zur Berechnung des benetzten Böschungsumfangs der Vorlandränder (auxiliary term for the calculation of the wetted perimeter of the slope of both outer embankments) [m].

Required by the methods:: Calc_ALVRDH_ARVRDH_ULVRDH_URVRDH_V1 Calc_ALVR_ARVR_ULVR_URVR_V1 Return_H_V1 Return_QF_V1

NDIM: int = 1¶

TYPE¶

TIME: Optional[bool] = None¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (0.0, None)¶

update()[source]¶

Update based on \(BNVRF= \sqrt(1+BNVR^2)\).

Examples:

>>> from hydpy.models.lstream import *
>>> parameterstep("1d")
>>> bnvr(left=2.0, right=3.0)
>>> derived.bnvrf.update()
>>> derived.bnvrf
bnvrf(left=2.236068, right=3.162278)

name: str = 'bnvrf'¶

unit: str = 'm'¶

class hydpy.models.lstream.lstream_derived.HRP(subvars: SubVariablesType)[source]¶

Bases: hydpy.core.variabletools.Variable[hydpy.core.parametertools.SubParameters, hydpy.core.parametertools.FastAccessParameter]

Wasserstand-Regularisierungs-Parameter zur Verwendung in Verbindung mit Regularisierungsfunktion smooth_logistic2() (regularisation parameter for water stage to be used when applying regularisation function smooth_logistic2()) [m].

Required by the methods:: Calc_RHLVRDH_RHRVRDH_V1 Calc_RHLVR_RHRVR_V1 Calc_RHMDH_V1 Calc_RHM_V1 Calc_RHVDH_V1 Calc_RHV_V1 Return_H_V1 Return_QF_V1

NDIM: int = 0¶

TYPE¶

TIME: Optional[bool] = None¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (0.0, None)¶

update()[source]¶

Calculate the smoothing parameter value.

The documentation on module smoothtools explains the following example in some detail:

>>> from hydpy.models.lstream import *
>>> from hydpy.cythons.smoothutils import smooth_logistic2
>>> from hydpy import round_
>>> parameterstep()
>>> hr(0.0)
>>> derived.hrp.update()
>>> round_(smooth_logistic2(0.0, derived.hrp))
0.0
>>> hr(2.5)
>>> derived.hrp.update()
>>> round_(smooth_logistic2(2.5, derived.hrp))
2.51

name: str = 'hrp'¶

unit: str = 'm'¶

Fixed parameters¶

class hydpy.models.lstream.FixedParameters(master: hydpy.core.parametertools.Parameters, cls_fastaccess: Optional[Type[hydpy.core.parametertools.FastAccessParameter]] = None, cymodel: Optional[hydpy.core.typingtools.CyModelProtocol] = None)

Bases: hydpy.core.variabletools.SubVariables[hydpy.core.parametertools.Parameters, Parameter, hydpy.core.parametertools.FastAccessParameter]

Fixed parameters of model lstream.

The following classes are selected:

WBMin() Mindestwert der Wasserspiegelbreite (minimum value of the water level width [m].
WBReg() Auf WBMin bezogener effektiver Glättungsparameter (effectiv smoothing parameter related to WBMin) [m].

class hydpy.models.lstream.lstream_fixed.WBMin(subvars: SubVariablesType)[source]¶

Bases: hydpy.core.variabletools.Variable[hydpy.core.parametertools.SubParameters, hydpy.core.parametertools.FastAccessParameter]

Mindestwert der Wasserspiegelbreite (minimum value of the water level width [m].

Required by the method:: Calc_WBM_V1

In theory, the value of WBMin should always be zero. However, at least the numerical implementation of application model lstream_v001 requires a value slightly lower than zero for reasons of numerical stability when the simulated river section is dry.

NDIM: int = 0¶

TYPE¶

TIME: Optional[bool] = None¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (0.0, None)¶

INIT: Union[int, float, bool, None] = 1e-09¶

name: str = 'wbmin'¶

unit: str = 'm'¶

class hydpy.models.lstream.lstream_fixed.WBReg(subvars: SubVariablesType)[source]¶

Bases: hydpy.core.variabletools.Variable[hydpy.core.parametertools.SubParameters, hydpy.core.parametertools.FastAccessParameter]

Auf WBMin bezogener effektiver Glättungsparameter (effectiv smoothing parameter related to WBMin) [m].

Required by the method:: Calc_WBM_V1

NDIM: int = 0¶

TYPE¶

TIME: Optional[bool] = None¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (0.0, None)¶

INIT: Union[int, float, bool, None] = 1e-05¶

name: str = 'wbreg'¶

unit: str = 'm'¶

Solver parameters¶

class hydpy.models.lstream.SolverParameters(master: hydpy.core.parametertools.Parameters, cls_fastaccess: Optional[Type[hydpy.core.parametertools.FastAccessParameter]] = None, cymodel: Optional[hydpy.core.typingtools.CyModelProtocol] = None)

Bases: hydpy.core.variabletools.SubVariables[hydpy.core.parametertools.Parameters, Parameter, hydpy.core.parametertools.FastAccessParameter]

Solver parameters of model lstream.

The following classes are selected:

AbsErrorMax() Absolute numerical error tolerance [m3/s].
RelErrorMax() Relative numerical error tolerance [-].
RelDTMin() Smallest relative integration time step size allowed [-].
RelDTMax() Largest relative integration time step size allowed [-].

class hydpy.models.lstream.lstream_solver.AbsErrorMax(subvars)[source]¶

Bases: hydpy.core.variabletools.Variable[hydpy.core.parametertools.SubParameters, hydpy.core.parametertools.FastAccessParameter]

Absolute numerical error tolerance [m3/s].

NDIM: int = 0¶

TYPE¶

TIME: Optional[bool] = None¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (0.0, None)¶

INIT: Union[int, float, bool] = 1e-06¶

name: str = 'abserrormax'¶

unit: str = 'm3/s'¶

class hydpy.models.lstream.lstream_solver.RelErrorMax(subvars)[source]¶

Bases: hydpy.core.variabletools.Variable[hydpy.core.parametertools.SubParameters, hydpy.core.parametertools.FastAccessParameter]

Relative numerical error tolerance [-].

NDIM: int = 0¶

TYPE¶

TIME: Optional[bool] = None¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (0.0, None)¶

INIT: Union[int, float, bool] = 0.001¶

name: str = 'relerrormax'¶

unit: str = '-'¶

class hydpy.models.lstream.lstream_solver.RelDTMin(subvars)[source]¶

Bases: hydpy.core.variabletools.Variable[hydpy.core.parametertools.SubParameters, hydpy.core.parametertools.FastAccessParameter]

Smallest relative integration time step size allowed [-].

NDIM: int = 0¶

TYPE¶

TIME: Optional[bool] = None¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (0.0, None)¶

INIT: Union[int, float, bool] = 0.0¶

name: str = 'reldtmin'¶

unit: str = '-'¶

class hydpy.models.lstream.lstream_solver.RelDTMax(subvars)[source]¶

Bases: hydpy.core.variabletools.Variable[hydpy.core.parametertools.SubParameters, hydpy.core.parametertools.FastAccessParameter]

Largest relative integration time step size allowed [-].

NDIM: int = 0¶

TYPE¶

TIME: Optional[bool] = None¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (0.0, 1.0)¶

INIT: Union[int, float, bool] = 1.0¶

name: str = 'reldtmax'¶

unit: str = '-'¶

Sequence Features¶

Flux sequences¶

class hydpy.models.lstream.FluxSequences(master: hydpy.core.sequencetools.Sequences, cls_fastaccess: Optional[Type[FastAccessType]] = None, cymodel: Optional[hydpy.core.typingtools.CyModelProtocol] = None)

Bases: hydpy.core.sequencetools.OutputSequences[FluxSequence]

Flux sequences of model lstream.

The following classes are selected:

QZ() Mittlerer Zufluss in Gerinnestrecke (average inflow into the channel) [m³/s].
QZA() Aktueller Zufluss in Gerinnestrecke (current inflow into the channel) [m³/s].
QG() Durchfluss gesamt (total discharge) [m³/s].
QA() Abfluss aus Gerinnestrecke (outflow out of the channel) [m³/s].
DH() Wasserstandänderung (temporal change of the water stage) [m/s].

class hydpy.models.lstream.lstream_fluxes.QZ(subvars: SubVariablesType)[source]¶

Bases: hydpy.core.sequencetools.OutputSequence[hydpy.core.sequencetools.FluxSequences]

Mittlerer Zufluss in Gerinnestrecke (average inflow into the channel) [m³/s].

Calculated by the method:: Pick_Q_V1
Required by the method:: Calc_DH_V1

NDIM: int = 0¶

NUMERIC: bool = False¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (0.0, None)¶

name: str = 'qz'¶

unit: str = 'm³/s'¶

class hydpy.models.lstream.lstream_fluxes.QZA(subvars: SubVariablesType)[source]¶

Bases: hydpy.core.sequencetools.OutputSequence[hydpy.core.sequencetools.FluxSequences]

Aktueller Zufluss in Gerinnestrecke (current inflow into the channel) [m³/s].

Required by the method:: Update_VG_V1

NDIM: int = 0¶

NUMERIC: bool = True¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (0.0, None)¶

name: str = 'qza'¶

unit: str = 'm³/s'¶

class hydpy.models.lstream.lstream_fluxes.QG(subvars: SubVariablesType)[source]¶

Bases: hydpy.core.sequencetools.OutputSequence[hydpy.core.sequencetools.FluxSequences]

Durchfluss gesamt (total discharge) [m³/s].

Calculated by the methods:: Calc_QG_V1 Calc_QG_V2
Required by the methods:: Calc_DH_V1 Calc_QA_V1 Update_VG_V1

NDIM: int = 1¶

NUMERIC: bool = True¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (0.0, None)¶

name: str = 'qg'¶

unit: str = 'm³/s'¶

class hydpy.models.lstream.lstream_fluxes.QA(subvars: SubVariablesType)[source]¶

Bases: hydpy.core.sequencetools.OutputSequence[hydpy.core.sequencetools.FluxSequences]

Abfluss aus Gerinnestrecke (outflow out of the channel) [m³/s].

Calculated by the method:: Calc_QA_V1
Required by the method:: Pass_Q_V1

NDIM: int = 0¶

NUMERIC: bool = True¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (0.0, None)¶

name: str = 'qa'¶

unit: str = 'm³/s'¶

class hydpy.models.lstream.lstream_fluxes.DH(subvars: SubVariablesType)[source]¶

Bases: hydpy.core.sequencetools.OutputSequence[hydpy.core.sequencetools.FluxSequences]

Wasserstandänderung (temporal change of the water stage) [m/s].

Calculated by the method:: Calc_DH_V1
Required by the method:: Update_H_V1

NDIM: int = 1¶

NUMERIC: bool = True¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (0.0, None)¶

name: str = 'dh'¶

unit: str = 'm/s'¶

State sequences¶

class hydpy.models.lstream.StateSequences(master: hydpy.core.sequencetools.Sequences, cls_fastaccess: Optional[Type[FastAccessType]] = None, cymodel: Optional[hydpy.core.typingtools.CyModelProtocol] = None)

Bases: hydpy.core.sequencetools.OutputSequences[StateSequence]

State sequences of model lstream.

The following classes are selected:

H() Wasserstand (water stage) [m].
VG() Wasservolumen (water volume) [million m³].

class hydpy.models.lstream.lstream_states.H(subvars: SubVariablesType)[source]¶

Bases: hydpy.core.sequencetools.OutputSequence[hydpy.core.sequencetools.StateSequences], hydpy.core.sequencetools.ConditionSequence[hydpy.core.sequencetools.StateSequences, hydpy.core.sequencetools.FastAccessOutputSequence]

Wasserstand (water stage) [m].

Calculated by the methods:: Return_H_V1 Return_QF_V1
Updated by the method:: Update_H_V1
Required by the methods:: Calc_RHLVRDH_RHRVRDH_V1 Calc_RHLVR_RHRVR_V1 Calc_RHMDH_V1 Calc_RHM_V1 Calc_RHVDH_V1 Calc_RHV_V1

NDIM: int = 1¶

NUMERIC: bool = True¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (None, None)¶

name: str = 'h'¶

unit: str = 'm'¶

class hydpy.models.lstream.lstream_states.VG(subvars: SubVariablesType)[source]¶

Bases: hydpy.core.sequencetools.OutputSequence[hydpy.core.sequencetools.StateSequences], hydpy.core.sequencetools.ConditionSequence[hydpy.core.sequencetools.StateSequences, hydpy.core.sequencetools.FastAccessOutputSequence]

Wasservolumen (water volume) [million m³].

Updated by the method:: Update_VG_V1
Required by the method:: Calc_QG_V2

NDIM: int = 1¶

NUMERIC: bool = True¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (None, None)¶

name: str = 'vg'¶

unit: str = 'million m³'¶

Inlet sequences¶

class hydpy.models.lstream.InletSequences(master: hydpy.core.sequencetools.Sequences, cls_fastaccess: Optional[Type[FastAccessType]] = None, cymodel: Optional[hydpy.core.typingtools.CyModelProtocol] = None)

Bases: hydpy.core.sequencetools.LinkSequences[InletSequence]

Inlet sequences of model lstream.

The following classes are selected:

Q() Abfluss (runoff) [m³/s].

class hydpy.models.lstream.lstream_inlets.Q(subvars: SubVariablesType)[source]¶

Bases: hydpy.core.sequencetools.LinkSequence[hydpy.core.sequencetools.InletSequences]

Abfluss (runoff) [m³/s].

Required by the method:: Pick_Q_V1

NDIM: int = 1¶

NUMERIC: bool = False¶

name: str = 'q'¶

unit: str = 'm³/s'¶

Outlet sequences¶

class hydpy.models.lstream.OutletSequences(master: hydpy.core.sequencetools.Sequences, cls_fastaccess: Optional[Type[FastAccessType]] = None, cymodel: Optional[hydpy.core.typingtools.CyModelProtocol] = None)

Bases: hydpy.core.sequencetools.LinkSequences[OutletSequence]

Outlet sequences of model lstream.

The following classes are selected:

Q() Abfluss (runoff) [m³/s].

class hydpy.models.lstream.lstream_outlets.Q(subvars: SubVariablesType)[source]¶

Bases: hydpy.core.sequencetools.LinkSequence[hydpy.core.sequencetools.OutletSequences]

Abfluss (runoff) [m³/s].

Calculated by the method:: Pass_Q_V1

NDIM: int = 0¶

NUMERIC: bool = False¶

name: str = 'q'¶

unit: str = 'm³/s'¶

Aide sequences¶

class hydpy.models.lstream.AideSequences(master: hydpy.core.sequencetools.Sequences, cls_fastaccess: Optional[Type[FastAccessType]] = None, cymodel: Optional[hydpy.core.typingtools.CyModelProtocol] = None)

Bases: hydpy.core.sequencetools.ModelSequences[AideSequence, hydpy.core.variabletools.FastAccess]

Aide sequences of model lstream.

The following classes are selected:

WBM() Wasserspiegelbreite Hauptgerinne (water level width of the main channel) [m].
WBLV() Wasserspiegelbreite des linken Vorlandes (water level width of the left foreland) [m].
WBRV() Wasserspiegelbreite des rechten Vorlandes (water level width of the right foreland) [m].
WBLVR() Wasserspiegelbreite des linken Vorlandrandes (water level width of the left outer embankment) [m].
WBRVR() Wasserspiegelbreite des rechten Vorlandrandes (water level width of the right outer embankment) [m].
WBG() Wasserspiegelbreite des gesamten Querschnittes (water level width of the total cross section) [m].
AM() Durchflossene Fläche Hauptgerinne (wetted area of the main channel) [m²].
ALV() Durchflossene Fläche linkes Vorland (wetted area of the left foreland) [m²].
ARV() Durchflossene Fläche rechtes Vorland (wetted area of the right foreland) [m²].
ALVR() Durchflossene Fläche linker Vorlandrand (wetted area of the left outer embankments) [m²].
ARVR() Durchflossene Fläche rechter Vorlandrand (wetted area of the right outer embankments) [m²].
AG() Durchflossene Fläche gesamt (total wetted area) [m²].
UM() Benetzter Umfang Hauptgerinne (wetted perimeter of the main channel) [m].
ULV() Benetzter Umfang linkes Vorland (wetted perimeter of the left foreland) [m].
URV() Benetzter Umfang rechtes Vorland (wetted perimeter of the right foreland) [m].
ULVR() Benetzter Umfang linker Vorlandrand (wetted perimeter of the left outer embankment) [m].
URVR() Benetzter Umfang rechtes Vorlandrand (wetted perimeter of the right outer embankment) [m].
QM() Durchfluss Hauptgerinne (discharge of the main channel) [m³/s].
QLV() Durchfluss linkes Vorland (discharge of the left foreland) [m³/s].
QRV() Durchfluss rechtes Vorland (discharge of the right foreland) [m³/s].
QLVR() Durchfluss linker Vorlandrand (discharge of the left outer embankment) [m³/s].
QRVR() Durchfluss rechter Vorlandrand (discharge of the right outer embankment) [m³/s].
RHM() Hinsichtlich der Gewässersohle regularisierter Wasserstand (stage regularised with respect to the channel bottom) [m].
RHMDH() Ableitung von RHM (derivative of RHM) [m/m].
RHV() Hinsichtlich der des Übergangs Hauptgerinne/Vorländer regularisierter Wasserstand (stage regularised with respect to the transition from the main channel to both forelands) [m].
RHVDH() Ableitung von RHV (derivative of RHV) [m/m].
RHLVR() Hinsichtlich der des Übergangs linkes Vorland/ linker Vorlandrand regularisierter Wasserstand (stage regularised with respect to the transition from the left foreland to the left outer embankment) [m].
RHLVRDH() Ableitung von RHLVR (derivative of RHLVR) [m/m].
RHRVR() Hinsichtlich der des Übergangs rechtes Vorland/ rechter Vorlandrand regularisierter Wasserstand (stage regularised with respect to the transition from the right foreland to the right outer embankment) [m].
RHRVRDH() Ableitung von RHRVR (derivative of RHRVR) [m/m].
AMDH() Ableitung von AM (derivative of AM) [m²/m].
ALVDH() Ableitung von ALV (derivative of ALV) [m²/m].
ARVDH() Ableitung von ARV (derivative of ARV) [m²/m].
ALVRDH() Ableitung von ALVR (derivative of ALVR) [m²/m].
ARVRDH() Ableitung von ARVR (derivative of ARVR) [m²/m].
UMDH() Ableitung von UM (derivative of UM) [m/m].
ULVDH() Ableitung von ULV (derivative of ULV) [m/m].
URVDH() Ableitung von URV (derivative of URV) [m/m].
ULVRDH() Ableitung von ULVR (derivative of ULVR) [m/m].
URVRDH() Ableitung von URVR (derivative of URVR) [m/m].
QMDH() Ableitung von QM (derivative of QM) [m³/m].
QLVDH() Ableitung von QLV (derivative of QLV) [m³/m].
QRVDH() Ableitung von QRV (derivative of QRV) [m³/m].
QLVRDH() Ableitung von QLVR (derivative of QLVR) [m³/m].
QRVRDH() Ableitung von QRVR (derivative of QRVR) [m³/m].

class hydpy.models.lstream.lstream_aides.WBM(subvars: SubVariablesType)[source]¶

Bases: hydpy.core.sequencetools.ModelSequence[hydpy.core.sequencetools.AideSequences, hydpy.core.variabletools.FastAccess]

Wasserspiegelbreite Hauptgerinne (water level width of the main channel) [m].

Calculated by the method:: Calc_WBM_V1
Required by the method:: Calc_WBG_V1

NDIM: int = 1¶

NUMERIC: bool = False¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (0.0, None)¶

name: str = 'wbm'¶

unit: str = 'm'¶

class hydpy.models.lstream.lstream_aides.WBLV(subvars: SubVariablesType)[source]¶

Bases: hydpy.core.sequencetools.ModelSequence[hydpy.core.sequencetools.AideSequences, hydpy.core.variabletools.FastAccess]

Wasserspiegelbreite des linken Vorlandes (water level width of the left foreland) [m].

Calculated by the method:: Calc_WBLV_WBRV_V1
Required by the method:: Calc_WBG_V1

NDIM: int = 1¶

NUMERIC: bool = False¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (0.0, None)¶

name: str = 'wblv'¶

unit: str = 'm'¶

class hydpy.models.lstream.lstream_aides.WBRV(subvars: SubVariablesType)[source]¶

Bases: hydpy.core.sequencetools.ModelSequence[hydpy.core.sequencetools.AideSequences, hydpy.core.variabletools.FastAccess]

Wasserspiegelbreite des rechten Vorlandes (water level width of the right foreland) [m].

Calculated by the method:: Calc_WBLV_WBRV_V1
Required by the method:: Calc_WBG_V1

NDIM: int = 1¶

NUMERIC: bool = False¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (0.0, None)¶

name: str = 'wbrv'¶

unit: str = 'm'¶

class hydpy.models.lstream.lstream_aides.WBLVR(subvars: SubVariablesType)[source]¶

Bases: hydpy.core.sequencetools.ModelSequence[hydpy.core.sequencetools.AideSequences, hydpy.core.variabletools.FastAccess]

Wasserspiegelbreite des linken Vorlandrandes (water level width of the left outer embankment) [m].

Calculated by the method:: Calc_WBLVR_WBRVR_V1
Required by the method:: Calc_WBG_V1

NDIM: int = 1¶

NUMERIC: bool = False¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (0.0, None)¶

name: str = 'wblvr'¶

unit: str = 'm'¶

class hydpy.models.lstream.lstream_aides.WBRVR(subvars: SubVariablesType)[source]¶

Bases: hydpy.core.sequencetools.ModelSequence[hydpy.core.sequencetools.AideSequences, hydpy.core.variabletools.FastAccess]

Wasserspiegelbreite des rechten Vorlandrandes (water level width of the right outer embankment) [m].

Calculated by the method:: Calc_WBLVR_WBRVR_V1
Required by the method:: Calc_WBG_V1

NDIM: int = 1¶

NUMERIC: bool = False¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (0.0, None)¶

name: str = 'wbrvr'¶

unit: str = 'm'¶

class hydpy.models.lstream.lstream_aides.WBG(subvars: SubVariablesType)[source]¶

Bases: hydpy.core.sequencetools.ModelSequence[hydpy.core.sequencetools.AideSequences, hydpy.core.variabletools.FastAccess]

Wasserspiegelbreite des gesamten Querschnittes (water level width of the total cross section) [m].

Calculated by the method:: Calc_WBG_V1
Required by the method:: Calc_DH_V1

NDIM: int = 1¶

NUMERIC: bool = False¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (0.0, None)¶

name: str = 'wbg'¶

unit: str = 'm'¶

class hydpy.models.lstream.lstream_aides.AM(subvars: SubVariablesType)[source]¶

Bases: hydpy.core.sequencetools.ModelSequence[hydpy.core.sequencetools.AideSequences, hydpy.core.variabletools.FastAccess]

Durchflossene Fläche Hauptgerinne (wetted area of the main channel) [m²].

Calculated by the methods:: Calc_AM_UM_V1 Return_H_V1 Return_QF_V1
Required by the methods:: Calc_AG_V1 Calc_QMDH_V1 Calc_QM_V1 Calc_QM_V2

NDIM: int = 1¶

NUMERIC: bool = False¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (0.0, None)¶

name: str = 'am'¶

unit: str = 'm²'¶

class hydpy.models.lstream.lstream_aides.ALV(subvars: SubVariablesType)[source]¶

Bases: hydpy.core.sequencetools.ModelSequence[hydpy.core.sequencetools.AideSequences, hydpy.core.variabletools.FastAccess]

Durchflossene Fläche linkes Vorland (wetted area of the left foreland) [m²].

Calculated by the methods:: Calc_ALV_ARV_ULV_URV_V1 Return_H_V1 Return_QF_V1
Required by the methods:: Calc_AG_V1 Calc_QLVDH_QRVDH_V1 Calc_QLV_QRV_V1 Calc_QLV_QRV_V2

NDIM: int = 1¶

NUMERIC: bool = False¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (0.0, None)¶

name: str = 'alv'¶

unit: str = 'm²'¶

class hydpy.models.lstream.lstream_aides.ARV(subvars: SubVariablesType)[source]¶

Bases: hydpy.core.sequencetools.ModelSequence[hydpy.core.sequencetools.AideSequences, hydpy.core.variabletools.FastAccess]

Durchflossene Fläche rechtes Vorland (wetted area of the right foreland) [m²].

Calculated by the methods:: Calc_ALV_ARV_ULV_URV_V1 Return_H_V1 Return_QF_V1
Required by the methods:: Calc_AG_V1 Calc_QLVDH_QRVDH_V1 Calc_QLV_QRV_V1 Calc_QLV_QRV_V2

NDIM: int = 1¶

NUMERIC: bool = False¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (0.0, None)¶

name: str = 'arv'¶

unit: str = 'm²'¶

class hydpy.models.lstream.lstream_aides.ALVR(subvars: SubVariablesType)[source]¶

Bases: hydpy.core.sequencetools.ModelSequence[hydpy.core.sequencetools.AideSequences, hydpy.core.variabletools.FastAccess]

Durchflossene Fläche linker Vorlandrand (wetted area of the left outer embankments) [m²].

Calculated by the methods:: Calc_ALVR_ARVR_ULVR_URVR_V1 Return_H_V1 Return_QF_V1
Required by the methods:: Calc_AG_V1 Calc_QLVRDH_QRVRDH_V1 Calc_QLVR_QRVR_V1 Calc_QLVR_QRVR_V2

NDIM: int = 1¶

NUMERIC: bool = False¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (0.0, None)¶

name: str = 'alvr'¶

unit: str = 'm²'¶

class hydpy.models.lstream.lstream_aides.ARVR(subvars: SubVariablesType)[source]¶

Bases: hydpy.core.sequencetools.ModelSequence[hydpy.core.sequencetools.AideSequences, hydpy.core.variabletools.FastAccess]

Durchflossene Fläche rechter Vorlandrand (wetted area of the right outer embankments) [m²].

Calculated by the methods:: Calc_ALVR_ARVR_ULVR_URVR_V1 Return_H_V1 Return_QF_V1
Required by the methods:: Calc_AG_V1 Calc_QLVRDH_QRVRDH_V1 Calc_QLVR_QRVR_V1 Calc_QLVR_QRVR_V2

NDIM: int = 1¶

NUMERIC: bool = False¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (0.0, None)¶

name: str = 'arvr'¶

unit: str = 'm²'¶

class hydpy.models.lstream.lstream_aides.AG(subvars: SubVariablesType)[source]¶

Bases: hydpy.core.sequencetools.ModelSequence[hydpy.core.sequencetools.AideSequences, hydpy.core.variabletools.FastAccess]

Durchflossene Fläche gesamt (total wetted area) [m²].

Calculated by the methods:: Calc_AG_V1 Return_H_V1 Return_QF_V1

NDIM: int = 1¶

NUMERIC: bool = False¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (0.0, None)¶

name: str = 'ag'¶

unit: str = 'm²'¶

class hydpy.models.lstream.lstream_aides.UM(subvars: SubVariablesType)[source]¶

Bases: hydpy.core.sequencetools.ModelSequence[hydpy.core.sequencetools.AideSequences, hydpy.core.variabletools.FastAccess]

Benetzter Umfang Hauptgerinne (wetted perimeter of the main channel) [m].

Calculated by the methods:: Calc_AM_UM_V1 Return_H_V1 Return_QF_V1
Required by the methods:: Calc_QMDH_V1 Calc_QM_V1

NDIM: int = 1¶

NUMERIC: bool = False¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (0.0, None)¶

name: str = 'um'¶

unit: str = 'm'¶

class hydpy.models.lstream.lstream_aides.ULV(subvars: SubVariablesType)[source]¶

Bases: hydpy.core.sequencetools.ModelSequence[hydpy.core.sequencetools.AideSequences, hydpy.core.variabletools.FastAccess]

Benetzter Umfang linkes Vorland (wetted perimeter of the left foreland) [m].

Calculated by the methods:: Calc_ALV_ARV_ULV_URV_V1 Return_H_V1 Return_QF_V1
Required by the methods:: Calc_QLVDH_QRVDH_V1 Calc_QLV_QRV_V1

NDIM: int = 1¶

NUMERIC: bool = False¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (0.0, None)¶

name: str = 'ulv'¶

unit: str = 'm'¶

class hydpy.models.lstream.lstream_aides.URV(subvars: SubVariablesType)[source]¶

Bases: hydpy.core.sequencetools.ModelSequence[hydpy.core.sequencetools.AideSequences, hydpy.core.variabletools.FastAccess]

Benetzter Umfang rechtes Vorland (wetted perimeter of the right foreland) [m].

Calculated by the methods:: Calc_ALV_ARV_ULV_URV_V1 Return_H_V1 Return_QF_V1
Required by the methods:: Calc_QLVDH_QRVDH_V1 Calc_QLV_QRV_V1

NDIM: int = 1¶

NUMERIC: bool = False¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (0.0, None)¶

name: str = 'urv'¶

unit: str = 'm'¶

class hydpy.models.lstream.lstream_aides.ULVR(subvars: SubVariablesType)[source]¶

Bases: hydpy.core.sequencetools.ModelSequence[hydpy.core.sequencetools.AideSequences, hydpy.core.variabletools.FastAccess]

Benetzter Umfang linker Vorlandrand (wetted perimeter of the left outer embankment) [m].

Calculated by the methods:: Calc_ALVR_ARVR_ULVR_URVR_V1 Return_H_V1 Return_QF_V1
Required by the methods:: Calc_QLVRDH_QRVRDH_V1 Calc_QLVR_QRVR_V1

NDIM: int = 1¶

NUMERIC: bool = False¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (0.0, None)¶

name: str = 'ulvr'¶

unit: str = 'm'¶

class hydpy.models.lstream.lstream_aides.URVR(subvars: SubVariablesType)[source]¶

Bases: hydpy.core.sequencetools.ModelSequence[hydpy.core.sequencetools.AideSequences, hydpy.core.variabletools.FastAccess]

Benetzter Umfang rechtes Vorlandrand (wetted perimeter of the right outer embankment) [m].

Calculated by the methods:: Calc_ALVR_ARVR_ULVR_URVR_V1 Return_H_V1 Return_QF_V1
Required by the methods:: Calc_QLVRDH_QRVRDH_V1 Calc_QLVR_QRVR_V1

NDIM: int = 1¶

NUMERIC: bool = False¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (0.0, None)¶

name: str = 'urvr'¶

unit: str = 'm'¶

class hydpy.models.lstream.lstream_aides.QM(subvars: SubVariablesType)[source]¶

Bases: hydpy.core.sequencetools.ModelSequence[hydpy.core.sequencetools.AideSequences, hydpy.core.variabletools.FastAccess]

Durchfluss Hauptgerinne (discharge of the main channel) [m³/s].

Calculated by the methods:: Calc_QM_V1 Calc_QM_V2 Return_H_V1 Return_QF_V1
Required by the method:: Calc_QG_V1

NDIM: int = 1¶

NUMERIC: bool = False¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (0.0, None)¶

name: str = 'qm'¶

unit: str = 'm³/s'¶

class hydpy.models.lstream.lstream_aides.QLV(subvars: SubVariablesType)[source]¶

Bases: hydpy.core.sequencetools.ModelSequence[hydpy.core.sequencetools.AideSequences, hydpy.core.variabletools.FastAccess]

Durchfluss linkes Vorland (discharge of the left foreland) [m³/s].

Calculated by the methods:: Calc_QLV_QRV_V1 Calc_QLV_QRV_V2 Return_H_V1 Return_QF_V1
Required by the method:: Calc_QG_V1

NDIM: int = 1¶

NUMERIC: bool = False¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (0.0, None)¶

name: str = 'qlv'¶

unit: str = 'm³/s'¶

class hydpy.models.lstream.lstream_aides.QRV(subvars: SubVariablesType)[source]¶

Bases: hydpy.core.sequencetools.ModelSequence[hydpy.core.sequencetools.AideSequences, hydpy.core.variabletools.FastAccess]

Durchfluss rechtes Vorland (discharge of the right foreland) [m³/s].

Calculated by the methods:: Calc_QLV_QRV_V1 Calc_QLV_QRV_V2 Return_H_V1 Return_QF_V1
Required by the method:: Calc_QG_V1

NDIM: int = 1¶

NUMERIC: bool = False¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (0.0, None)¶

name: str = 'qrv'¶

unit: str = 'm³/s'¶

class hydpy.models.lstream.lstream_aides.QVR(subvars: SubVariablesType)[source]¶

Bases: hydpy.core.sequencetools.ModelSequence[hydpy.core.sequencetools.AideSequences, hydpy.core.variabletools.FastAccess]

Durchfluss Vorlandränder (discharge of both outer embankment) [m³/s].

NDIM: int = 1¶

NUMERIC: bool = False¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (0.0, None)¶

name: str = 'qvr'¶

unit: str = 'm³/s'¶

class hydpy.models.lstream.lstream_aides.QLVR(subvars: SubVariablesType)[source]¶

Bases: hydpy.core.sequencetools.ModelSequence[hydpy.core.sequencetools.AideSequences, hydpy.core.variabletools.FastAccess]

Durchfluss linker Vorlandrand (discharge of the left outer embankment) [m³/s].

Calculated by the methods:: Calc_QLVR_QRVR_V1 Calc_QLVR_QRVR_V2 Return_H_V1 Return_QF_V1
Required by the method:: Calc_QG_V1

NDIM: int = 1¶

NUMERIC: bool = False¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (0.0, None)¶

name: str = 'qlvr'¶

unit: str = 'm³/s'¶

class hydpy.models.lstream.lstream_aides.QRVR(subvars: SubVariablesType)[source]¶

Bases: hydpy.core.sequencetools.ModelSequence[hydpy.core.sequencetools.AideSequences, hydpy.core.variabletools.FastAccess]

Durchfluss rechter Vorlandrand (discharge of the right outer embankment) [m³/s].

Calculated by the methods:: Calc_QLVR_QRVR_V1 Calc_QLVR_QRVR_V2 Return_H_V1 Return_QF_V1
Required by the method:: Calc_QG_V1

NDIM: int = 1¶

NUMERIC: bool = False¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (0.0, None)¶

name: str = 'qrvr'¶

unit: str = 'm³/s'¶

class hydpy.models.lstream.lstream_aides.RHM(subvars: SubVariablesType)[source]¶

Bases: hydpy.core.sequencetools.ModelSequence[hydpy.core.sequencetools.AideSequences, hydpy.core.variabletools.FastAccess]

Hinsichtlich der Gewässersohle regularisierter Wasserstand (stage regularised with respect to the channel bottom) [m].

Calculated by the methods:: Calc_RHM_V1 Return_H_V1 Return_QF_V1
Required by the methods:: Calc_AMDH_UMDH_V1 Calc_AM_UM_V1 Calc_WBM_V1

NDIM: int = 1¶

NUMERIC: bool = False¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (0.0, None)¶

name: str = 'rhm'¶

unit: str = 'm'¶

class hydpy.models.lstream.lstream_aides.RHMDH(subvars: SubVariablesType)[source]¶

Bases: hydpy.core.sequencetools.ModelSequence[hydpy.core.sequencetools.AideSequences, hydpy.core.variabletools.FastAccess]

Ableitung von RHM (derivative of RHM) [m/m].

Calculated by the methods:: Calc_RHMDH_V1 Return_H_V1 Return_QF_V1
Required by the methods:: Calc_AMDH_UMDH_V1 Calc_WBM_V1

NDIM: int = 1¶

NUMERIC: bool = False¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (0.0, None)¶

name: str = 'rhmdh'¶

unit: str = 'm/m'¶

class hydpy.models.lstream.lstream_aides.RHV(subvars: SubVariablesType)[source]¶

Bases: hydpy.core.sequencetools.ModelSequence[hydpy.core.sequencetools.AideSequences, hydpy.core.variabletools.FastAccess]

Hinsichtlich der des Übergangs Hauptgerinne/Vorländer regularisierter Wasserstand (stage regularised with respect to the transition from the main channel to both forelands) [m].

Calculated by the methods:: Calc_RHV_V1 Return_H_V1 Return_QF_V1
Required by the methods:: Calc_ALVDH_ARVDH_ULVDH_URVDH_V1 Calc_ALV_ARV_ULV_URV_V1 Calc_AMDH_UMDH_V1 Calc_AM_UM_V1 Calc_WBLV_WBRV_V1 Calc_WBM_V1

NDIM: int = 1¶

NUMERIC: bool = False¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (0.0, None)¶

name: str = 'rhv'¶

unit: str = 'm'¶

class hydpy.models.lstream.lstream_aides.RHVDH(subvars: SubVariablesType)[source]¶

Bases: hydpy.core.sequencetools.ModelSequence[hydpy.core.sequencetools.AideSequences, hydpy.core.variabletools.FastAccess]

Ableitung von RHV (derivative of RHV) [m/m].

Calculated by the methods:: Calc_RHVDH_V1 Return_H_V1 Return_QF_V1
Required by the methods:: Calc_ALVDH_ARVDH_ULVDH_URVDH_V1 Calc_AMDH_UMDH_V1 Calc_WBLV_WBRV_V1 Calc_WBM_V1

NDIM: int = 1¶

NUMERIC: bool = False¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (0.0, None)¶

name: str = 'rhvdh'¶

unit: str = 'm/m'¶

class hydpy.models.lstream.lstream_aides.RHLVR(subvars: SubVariablesType)[source]¶

Bases: hydpy.core.sequencetools.ModelSequence[hydpy.core.sequencetools.AideSequences, hydpy.core.variabletools.FastAccess]

Hinsichtlich der des Übergangs linkes Vorland/ linker Vorlandrand regularisierter Wasserstand (stage regularised with respect to the transition from the left foreland to the left outer embankment) [m].

Calculated by the methods:: Calc_RHLVR_RHRVR_V1 Return_H_V1 Return_QF_V1
Required by the methods:: Calc_ALVDH_ARVDH_ULVDH_URVDH_V1 Calc_ALVRDH_ARVRDH_ULVRDH_URVRDH_V1 Calc_ALVR_ARVR_ULVR_URVR_V1 Calc_ALV_ARV_ULV_URV_V1 Calc_WBLVR_WBRVR_V1 Calc_WBLV_WBRV_V1

NDIM: int = 1¶

NUMERIC: bool = False¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (0.0, None)¶

name: str = 'rhlvr'¶

unit: str = 'm'¶

class hydpy.models.lstream.lstream_aides.RHLVRDH(subvars: SubVariablesType)[source]¶

Bases: hydpy.core.sequencetools.ModelSequence[hydpy.core.sequencetools.AideSequences, hydpy.core.variabletools.FastAccess]

Ableitung von RHLVR (derivative of RHLVR) [m/m].

Calculated by the methods:: Calc_RHLVRDH_RHRVRDH_V1 Return_H_V1 Return_QF_V1
Required by the methods:: Calc_ALVDH_ARVDH_ULVDH_URVDH_V1 Calc_ALVRDH_ARVRDH_ULVRDH_URVRDH_V1 Calc_WBLVR_WBRVR_V1 Calc_WBLV_WBRV_V1

NDIM: int = 1¶

NUMERIC: bool = False¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (0.0, None)¶

name: str = 'rhlvrdh'¶

unit: str = 'm/m'¶

class hydpy.models.lstream.lstream_aides.RHRVR(subvars: SubVariablesType)[source]¶

Bases: hydpy.core.sequencetools.ModelSequence[hydpy.core.sequencetools.AideSequences, hydpy.core.variabletools.FastAccess]

Hinsichtlich der des Übergangs rechtes Vorland/ rechter Vorlandrand regularisierter Wasserstand (stage regularised with respect to the transition from the right foreland to the right outer embankment) [m].

Calculated by the methods:: Calc_RHLVR_RHRVR_V1 Return_H_V1 Return_QF_V1
Required by the methods:: Calc_ALVDH_ARVDH_ULVDH_URVDH_V1 Calc_ALVRDH_ARVRDH_ULVRDH_URVRDH_V1 Calc_ALVR_ARVR_ULVR_URVR_V1 Calc_ALV_ARV_ULV_URV_V1 Calc_WBLVR_WBRVR_V1 Calc_WBLV_WBRV_V1

NDIM: int = 1¶

NUMERIC: bool = False¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (0.0, None)¶

name: str = 'rhrvr'¶

unit: str = 'm'¶

class hydpy.models.lstream.lstream_aides.RHRVRDH(subvars: SubVariablesType)[source]¶

Bases: hydpy.core.sequencetools.ModelSequence[hydpy.core.sequencetools.AideSequences, hydpy.core.variabletools.FastAccess]

Ableitung von RHRVR (derivative of RHRVR) [m/m].

Calculated by the methods:: Calc_RHLVRDH_RHRVRDH_V1 Return_H_V1 Return_QF_V1
Required by the methods:: Calc_ALVDH_ARVDH_ULVDH_URVDH_V1 Calc_ALVRDH_ARVRDH_ULVRDH_URVRDH_V1 Calc_WBLVR_WBRVR_V1 Calc_WBLV_WBRV_V1

NDIM: int = 1¶

NUMERIC: bool = False¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (0.0, None)¶

name: str = 'rhrvrdh'¶

unit: str = 'm/m'¶

class hydpy.models.lstream.lstream_aides.AMDH(subvars: SubVariablesType)[source]¶

Bases: hydpy.core.sequencetools.ModelSequence[hydpy.core.sequencetools.AideSequences, hydpy.core.variabletools.FastAccess]

Ableitung von AM (derivative of AM) [m²/m].

Calculated by the method:: Calc_AMDH_UMDH_V1
Required by the methods:: Calc_QMDH_V1 Calc_QM_V2

NDIM: int = 1¶

NUMERIC: bool = False¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (0.0, None)¶

name: str = 'amdh'¶

unit: str = 'm²/m'¶

class hydpy.models.lstream.lstream_aides.ALVDH(subvars: SubVariablesType)[source]¶

Bases: hydpy.core.sequencetools.ModelSequence[hydpy.core.sequencetools.AideSequences, hydpy.core.variabletools.FastAccess]

Ableitung von ALV (derivative of ALV) [m²/m].

Calculated by the method:: Calc_ALVDH_ARVDH_ULVDH_URVDH_V1
Required by the methods:: Calc_QLVDH_QRVDH_V1 Calc_QLV_QRV_V2

NDIM: int = 1¶

NUMERIC: bool = False¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (0.0, None)¶

name: str = 'alvdh'¶

unit: str = 'm²/m'¶

class hydpy.models.lstream.lstream_aides.ARVDH(subvars: SubVariablesType)[source]¶

Bases: hydpy.core.sequencetools.ModelSequence[hydpy.core.sequencetools.AideSequences, hydpy.core.variabletools.FastAccess]

Ableitung von ARV (derivative of ARV) [m²/m].

Calculated by the method:: Calc_ALVDH_ARVDH_ULVDH_URVDH_V1
Required by the methods:: Calc_QLVDH_QRVDH_V1 Calc_QLV_QRV_V2

NDIM: int = 1¶

NUMERIC: bool = False¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (0.0, None)¶

name: str = 'arvdh'¶

unit: str = 'm²/m'¶

class hydpy.models.lstream.lstream_aides.ALVRDH(subvars: SubVariablesType)[source]¶

Bases: hydpy.core.sequencetools.ModelSequence[hydpy.core.sequencetools.AideSequences, hydpy.core.variabletools.FastAccess]

Ableitung von ALVR (derivative of ALVR) [m²/m].

Calculated by the method:: Calc_ALVRDH_ARVRDH_ULVRDH_URVRDH_V1
Required by the methods:: Calc_QLVRDH_QRVRDH_V1 Calc_QLVR_QRVR_V2

NDIM: int = 1¶

NUMERIC: bool = False¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (0.0, None)¶

name: str = 'alvrdh'¶

unit: str = 'm²/m'¶

class hydpy.models.lstream.lstream_aides.ARVRDH(subvars: SubVariablesType)[source]¶

Bases: hydpy.core.sequencetools.ModelSequence[hydpy.core.sequencetools.AideSequences, hydpy.core.variabletools.FastAccess]

Ableitung von ARVR (derivative of ARVR) [m²/m].

Calculated by the method:: Calc_ALVRDH_ARVRDH_ULVRDH_URVRDH_V1
Required by the methods:: Calc_QLVRDH_QRVRDH_V1 Calc_QLVR_QRVR_V2

NDIM: int = 1¶

NUMERIC: bool = False¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (0.0, None)¶

name: str = 'arvrdh'¶

unit: str = 'm²/m'¶

class hydpy.models.lstream.lstream_aides.UMDH(subvars: SubVariablesType)[source]¶

Bases: hydpy.core.sequencetools.ModelSequence[hydpy.core.sequencetools.AideSequences, hydpy.core.variabletools.FastAccess]

Ableitung von UM (derivative of UM) [m/m].

Calculated by the method:: Calc_AMDH_UMDH_V1
Required by the method:: Calc_QMDH_V1

NDIM: int = 1¶

NUMERIC: bool = False¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (0.0, None)¶

name: str = 'umdh'¶

unit: str = 'm/m'¶

class hydpy.models.lstream.lstream_aides.ULVDH(subvars: SubVariablesType)[source]¶

Bases: hydpy.core.sequencetools.ModelSequence[hydpy.core.sequencetools.AideSequences, hydpy.core.variabletools.FastAccess]

Ableitung von ULV (derivative of ULV) [m/m].

Calculated by the method:: Calc_ALVDH_ARVDH_ULVDH_URVDH_V1
Required by the method:: Calc_QLVDH_QRVDH_V1

NDIM: int = 1¶

NUMERIC: bool = False¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (0.0, None)¶

name: str = 'ulvdh'¶

unit: str = 'm/m'¶

class hydpy.models.lstream.lstream_aides.URVDH(subvars: SubVariablesType)[source]¶

Bases: hydpy.core.sequencetools.ModelSequence[hydpy.core.sequencetools.AideSequences, hydpy.core.variabletools.FastAccess]

Ableitung von URV (derivative of URV) [m/m].

Calculated by the method:: Calc_ALVDH_ARVDH_ULVDH_URVDH_V1
Required by the method:: Calc_QLVDH_QRVDH_V1

NDIM: int = 1¶

NUMERIC: bool = False¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (0.0, None)¶

name: str = 'urvdh'¶

unit: str = 'm/m'¶

class hydpy.models.lstream.lstream_aides.ULVRDH(subvars: SubVariablesType)[source]¶

Bases: hydpy.core.sequencetools.ModelSequence[hydpy.core.sequencetools.AideSequences, hydpy.core.variabletools.FastAccess]

Ableitung von ULVR (derivative of ULVR) [m/m].

Calculated by the method:: Calc_ALVRDH_ARVRDH_ULVRDH_URVRDH_V1
Required by the method:: Calc_QLVRDH_QRVRDH_V1

NDIM: int = 1¶

NUMERIC: bool = False¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (0.0, None)¶

name: str = 'ulvrdh'¶

unit: str = 'm/m'¶

class hydpy.models.lstream.lstream_aides.URVRDH(subvars: SubVariablesType)[source]¶

Bases: hydpy.core.sequencetools.ModelSequence[hydpy.core.sequencetools.AideSequences, hydpy.core.variabletools.FastAccess]

Ableitung von URVR (derivative of URVR) [m/m].

Calculated by the method:: Calc_ALVRDH_ARVRDH_ULVRDH_URVRDH_V1
Required by the method:: Calc_QLVRDH_QRVRDH_V1

NDIM: int = 1¶

NUMERIC: bool = False¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (0.0, None)¶

name: str = 'urvrdh'¶

unit: str = 'm/m'¶

class hydpy.models.lstream.lstream_aides.QMDH(subvars: SubVariablesType)[source]¶

Bases: hydpy.core.sequencetools.ModelSequence[hydpy.core.sequencetools.AideSequences, hydpy.core.variabletools.FastAccess]

Ableitung von QM (derivative of QM) [m³/m].

Calculated by the method:: Calc_QMDH_V1
Required by the method:: Calc_QM_V2

NDIM: int = 1¶

NUMERIC: bool = False¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (0.0, None)¶

name: str = 'qmdh'¶

unit: str = 'm³/m'¶

class hydpy.models.lstream.lstream_aides.QLVDH(subvars: SubVariablesType)[source]¶

Bases: hydpy.core.sequencetools.ModelSequence[hydpy.core.sequencetools.AideSequences, hydpy.core.variabletools.FastAccess]

Ableitung von QLV (derivative of QLV) [m³/m].

Calculated by the method:: Calc_QLVDH_QRVDH_V1
Required by the method:: Calc_QLV_QRV_V2

NDIM: int = 1¶

NUMERIC: bool = False¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (0.0, None)¶

name: str = 'qlvdh'¶

unit: str = 'm³/m'¶

class hydpy.models.lstream.lstream_aides.QRVDH(subvars: SubVariablesType)[source]¶

Bases: hydpy.core.sequencetools.ModelSequence[hydpy.core.sequencetools.AideSequences, hydpy.core.variabletools.FastAccess]

Ableitung von QRV (derivative of QRV) [m³/m].

Calculated by the method:: Calc_QLVDH_QRVDH_V1
Required by the method:: Calc_QLV_QRV_V2

NDIM: int = 1¶

NUMERIC: bool = False¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (0.0, None)¶

name: str = 'qrvdh'¶

unit: str = 'm³/m'¶

class hydpy.models.lstream.lstream_aides.QLVRDH(subvars: SubVariablesType)[source]¶

Bases: hydpy.core.sequencetools.ModelSequence[hydpy.core.sequencetools.AideSequences, hydpy.core.variabletools.FastAccess]

Ableitung von QLVR (derivative of QLVR) [m³/m].

Calculated by the method:: Calc_QLVRDH_QRVRDH_V1
Required by the method:: Calc_QLVR_QRVR_V2

NDIM: int = 1¶

NUMERIC: bool = False¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (0.0, None)¶

name: str = 'qlvrdh'¶

unit: str = 'm³/m'¶

class hydpy.models.lstream.lstream_aides.QRVRDH(subvars: SubVariablesType)[source]¶

Bases: hydpy.core.sequencetools.ModelSequence[hydpy.core.sequencetools.AideSequences, hydpy.core.variabletools.FastAccess]

Ableitung von QRVR (derivative of QRVR) [m³/m].

Calculated by the method:: Calc_QLVRDH_QRVRDH_V1
Required by the method:: Calc_QLVR_QRVR_V2

NDIM: int = 1¶

NUMERIC: bool = False¶

SPAN: Tuple[Union[int, float, bool, None], Union[int, float, bool, None]] = (0.0, None)¶

name: str = 'qrvrdh'¶

unit: str = 'm³/m'¶

class hydpy.models.lstream.AideSequences(master: hydpy.core.sequencetools.Sequences, cls_fastaccess: Optional[Type[FastAccessType]] = None, cymodel: Optional[hydpy.core.typingtools.CyModelProtocol] = None)¶

Bases: hydpy.core.sequencetools.ModelSequences[AideSequence, hydpy.core.variabletools.FastAccess]

Aide sequences of model lstream.

The following classes are selected:

WBM() Wasserspiegelbreite Hauptgerinne (water level width of the main channel) [m].
WBLV() Wasserspiegelbreite des linken Vorlandes (water level width of the left foreland) [m].
WBRV() Wasserspiegelbreite des rechten Vorlandes (water level width of the right foreland) [m].
WBLVR() Wasserspiegelbreite des linken Vorlandrandes (water level width of the left outer embankment) [m].
WBRVR() Wasserspiegelbreite des rechten Vorlandrandes (water level width of the right outer embankment) [m].
WBG() Wasserspiegelbreite des gesamten Querschnittes (water level width of the total cross section) [m].
AM() Durchflossene Fläche Hauptgerinne (wetted area of the main channel) [m²].
ALV() Durchflossene Fläche linkes Vorland (wetted area of the left foreland) [m²].
ARV() Durchflossene Fläche rechtes Vorland (wetted area of the right foreland) [m²].
ALVR() Durchflossene Fläche linker Vorlandrand (wetted area of the left outer embankments) [m²].
ARVR() Durchflossene Fläche rechter Vorlandrand (wetted area of the right outer embankments) [m²].
AG() Durchflossene Fläche gesamt (total wetted area) [m²].
UM() Benetzter Umfang Hauptgerinne (wetted perimeter of the main channel) [m].
ULV() Benetzter Umfang linkes Vorland (wetted perimeter of the left foreland) [m].
URV() Benetzter Umfang rechtes Vorland (wetted perimeter of the right foreland) [m].
ULVR() Benetzter Umfang linker Vorlandrand (wetted perimeter of the left outer embankment) [m].
URVR() Benetzter Umfang rechtes Vorlandrand (wetted perimeter of the right outer embankment) [m].
QM() Durchfluss Hauptgerinne (discharge of the main channel) [m³/s].
QLV() Durchfluss linkes Vorland (discharge of the left foreland) [m³/s].
QRV() Durchfluss rechtes Vorland (discharge of the right foreland) [m³/s].
QLVR() Durchfluss linker Vorlandrand (discharge of the left outer embankment) [m³/s].
QRVR() Durchfluss rechter Vorlandrand (discharge of the right outer embankment) [m³/s].
RHM() Hinsichtlich der Gewässersohle regularisierter Wasserstand (stage regularised with respect to the channel bottom) [m].
RHMDH() Ableitung von RHM (derivative of RHM) [m/m].
RHV() Hinsichtlich der des Übergangs Hauptgerinne/Vorländer regularisierter Wasserstand (stage regularised with respect to the transition from the main channel to both forelands) [m].
RHVDH() Ableitung von RHV (derivative of RHV) [m/m].
RHLVR() Hinsichtlich der des Übergangs linkes Vorland/ linker Vorlandrand regularisierter Wasserstand (stage regularised with respect to the transition from the left foreland to the left outer embankment) [m].
RHLVRDH() Ableitung von RHLVR (derivative of RHLVR) [m/m].
RHRVR() Hinsichtlich der des Übergangs rechtes Vorland/ rechter Vorlandrand regularisierter Wasserstand (stage regularised with respect to the transition from the right foreland to the right outer embankment) [m].
RHRVRDH() Ableitung von RHRVR (derivative of RHRVR) [m/m].
AMDH() Ableitung von AM (derivative of AM) [m²/m].
ALVDH() Ableitung von ALV (derivative of ALV) [m²/m].
ARVDH() Ableitung von ARV (derivative of ARV) [m²/m].
ALVRDH() Ableitung von ALVR (derivative of ALVR) [m²/m].
ARVRDH() Ableitung von ARVR (derivative of ARVR) [m²/m].
UMDH() Ableitung von UM (derivative of UM) [m/m].
ULVDH() Ableitung von ULV (derivative of ULV) [m/m].
URVDH() Ableitung von URV (derivative of URV) [m/m].
ULVRDH() Ableitung von ULVR (derivative of ULVR) [m/m].
URVRDH() Ableitung von URVR (derivative of URVR) [m/m].
QMDH() Ableitung von QM (derivative of QM) [m³/m].
QLVDH() Ableitung von QLV (derivative of QLV) [m³/m].
QRVDH() Ableitung von QRV (derivative of QRV) [m³/m].
QLVRDH() Ableitung von QLVR (derivative of QLVR) [m³/m].
QRVRDH() Ableitung von QRVR (derivative of QRVR) [m³/m].

class hydpy.models.lstream.ControlParameters(master: hydpy.core.parametertools.Parameters, cls_fastaccess: Optional[Type[hydpy.core.parametertools.FastAccessParameter]] = None, cymodel: Optional[hydpy.core.typingtools.CyModelProtocol] = None)¶

Bases: hydpy.core.variabletools.SubVariables[hydpy.core.parametertools.Parameters, Parameter, hydpy.core.parametertools.FastAccessParameter]

Control parameters of model lstream.

The following classes are selected:

Laen() Flusslänge (channel length) [km].
Gef() Sohlgefälle (channel slope) [-].
GTS() Anzahl Gewässerteilstrecken (number of channel subsections) [-].
HM() Höhe Hauptgerinne (height of the main channel) [m].
BM() Sohlbreite Hauptgerinne (bed width of the main channel) [m].
BNM() Böschungsneigung Hauptgerinne (slope of both main channel embankments) [-].
BV() Sohlbreite Vorländer (bed widths of both forelands) [m].
BBV() Breite Vorlandböschungen (width of both foreland embankments) [m].
BNV() Böschungsneigung Vorländer (slope of both foreland embankments) [-].
BNVR() Böschungsneigung Vorlandränder (slope of both outer embankments) [-].
SKM() Rauigkeitsbeiwert Hauptgerinne (roughness coefficient of the main channel) [m^(1/3)/s].
SKV() Rauigkeitsbeiwert Vorländer (roughness coefficient of both forelands) [m^(1/3)/s].
EKM() Kalibrierfaktor Hauptgerinne (calibration factor for the main channel) [-].
EKV() Kalibrierfaktor Vorländer (calibration factor for both forelands) [m].
HR() Allgemeiner Glättungsparameter für den Wasserstand (general smoothing parameter for the water stage) [mm].
VG2QG() Künstliches Neuronales Netz zur Abbildung der Abhängigkeit des Abflusses einer Gewässerteilstrecke von deren aktuller Wasserspeicherung (artificial neural network describing the relationship between total discharge and water storage of individual channel subsections [-].

class hydpy.models.lstream.DerivedParameters(master: hydpy.core.parametertools.Parameters, cls_fastaccess: Optional[Type[hydpy.core.parametertools.FastAccessParameter]] = None, cymodel: Optional[hydpy.core.typingtools.CyModelProtocol] = None)¶

Bases: hydpy.core.variabletools.SubVariables[hydpy.core.parametertools.Parameters, Parameter, hydpy.core.parametertools.FastAccessParameter]

Derived parameters of model lstream.

The following classes are selected:

Sek() Sekunden im Simulationszeitschritt (Number of seconds of the selected simulation time step) [s].
HV() Höhe Vorländer (height of both forelands) [m].
MFM() Produkt der zeitkonstanten Terme der Manning-Strickler-Formel für das Hauptgerinne (product of the time-constant terms of the Manning-Strickler equation, calculated for the main channel) [m^(1/3)/s].
MFV() Produkt der zeitkonstanten Terme der Manning-Strickler-Formel für beide Vorländer (product of the time-constant terms of the Manning-Strickler equation, calculated for both forelands) [m^(1/3)/s].
BNMF() Hilfsterm zur Berechnung des benetzten Böschungsumfangs im Hauptgerinne (auxiliary term for the calculation of the wetted perimeter of the slope of the main channel) [m].
BNVF() Hilfsterm zur Berechnung des benetzten Böschungsumfangs der Vorländer (auxiliary term for the calculation of the wetted perimeter of the slope of both forelands) [m].
BNVRF() Hilfsterm zur Berechnung des benetzten Böschungsumfangs der Vorlandränder (auxiliary term for the calculation of the wetted perimeter of the slope of both outer embankments) [m].
HRP() Wasserstand-Regularisierungs-Parameter zur Verwendung in Verbindung mit Regularisierungsfunktion smooth_logistic2() (regularisation parameter for water stage to be used when applying regularisation function smooth_logistic2()) [m].

class hydpy.models.lstream.FixedParameters(master: hydpy.core.parametertools.Parameters, cls_fastaccess: Optional[Type[hydpy.core.parametertools.FastAccessParameter]] = None, cymodel: Optional[hydpy.core.typingtools.CyModelProtocol] = None)¶

Bases: hydpy.core.variabletools.SubVariables[hydpy.core.parametertools.Parameters, Parameter, hydpy.core.parametertools.FastAccessParameter]

Fixed parameters of model lstream.

The following classes are selected:

WBMin() Mindestwert der Wasserspiegelbreite (minimum value of the water level width [m].
WBReg() Auf WBMin bezogener effektiver Glättungsparameter (effectiv smoothing parameter related to WBMin) [m].

class hydpy.models.lstream.FluxSequences(master: hydpy.core.sequencetools.Sequences, cls_fastaccess: Optional[Type[FastAccessType]] = None, cymodel: Optional[hydpy.core.typingtools.CyModelProtocol] = None)¶

Bases: hydpy.core.sequencetools.OutputSequences[FluxSequence]

Flux sequences of model lstream.

The following classes are selected:

QZ() Mittlerer Zufluss in Gerinnestrecke (average inflow into the channel) [m³/s].
QZA() Aktueller Zufluss in Gerinnestrecke (current inflow into the channel) [m³/s].
QG() Durchfluss gesamt (total discharge) [m³/s].
QA() Abfluss aus Gerinnestrecke (outflow out of the channel) [m³/s].
DH() Wasserstandänderung (temporal change of the water stage) [m/s].

class hydpy.models.lstream.InletSequences(master: hydpy.core.sequencetools.Sequences, cls_fastaccess: Optional[Type[FastAccessType]] = None, cymodel: Optional[hydpy.core.typingtools.CyModelProtocol] = None)¶

Bases: hydpy.core.sequencetools.LinkSequences[InletSequence]

Inlet sequences of model lstream.

The following classes are selected:

Q() Abfluss (runoff) [m³/s].

class hydpy.models.lstream.OutletSequences(master: hydpy.core.sequencetools.Sequences, cls_fastaccess: Optional[Type[FastAccessType]] = None, cymodel: Optional[hydpy.core.typingtools.CyModelProtocol] = None)¶

Bases: hydpy.core.sequencetools.LinkSequences[OutletSequence]

Outlet sequences of model lstream.

The following classes are selected:

Q() Abfluss (runoff) [m³/s].

class hydpy.models.lstream.SolverParameters(master: hydpy.core.parametertools.Parameters, cls_fastaccess: Optional[Type[hydpy.core.parametertools.FastAccessParameter]] = None, cymodel: Optional[hydpy.core.typingtools.CyModelProtocol] = None)¶

Bases: hydpy.core.variabletools.SubVariables[hydpy.core.parametertools.Parameters, Parameter, hydpy.core.parametertools.FastAccessParameter]

Solver parameters of model lstream.

The following classes are selected:

AbsErrorMax() Absolute numerical error tolerance [m3/s].
RelErrorMax() Relative numerical error tolerance [-].
RelDTMin() Smallest relative integration time step size allowed [-].
RelDTMax() Largest relative integration time step size allowed [-].

class hydpy.models.lstream.StateSequences(master: hydpy.core.sequencetools.Sequences, cls_fastaccess: Optional[Type[FastAccessType]] = None, cymodel: Optional[hydpy.core.typingtools.CyModelProtocol] = None)¶

Bases: hydpy.core.sequencetools.OutputSequences[StateSequence]

State sequences of model lstream.

The following classes are selected:

H() Wasserstand (water stage) [m].
VG() Wasservolumen (water volume) [million m³].

lstream¶

Method Features¶

Parameter Features¶

Control parameters¶

Derived parameters¶

Fixed parameters¶

Solver parameters¶

Sequence Features¶

Flux sequences¶

State sequences¶

Inlet sequences¶

Outlet sequences¶

Aide sequences¶

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