dam_v004¶
Version 4 of HydPy-Dam
Application model dam_v004 is an extension if model dam_v003.
Both models are able to discharge water into the channel downstream
and to remote locations. The difference is that dam_v003
can discharge water only to a single remote location, e.g. to a
drinking water treatment plant, while dam_v004 is also able to
discharge water to a separate remote location independently, e.g.
to relieve water during high flow conditions.
Integration tests¶
Note
When new to HydPy, consider reading section How to understand integration tests? first.
The following examples are based on the ones of application model
dam_v003, which in turn are taken from the documentation on application modeldam_v001. So please follow the links for more detailed explanations.Exact recalculation of example 7
In addition to the general configuration of application model
dam_v003, two additional node connections are required: one node is supposed to provide the information on the maximum allowed relieve discharge, and the other one is supposed to pass the actual relieve discharge to a remote location. For both nodes handle the variable R, while nodes required_suppy and actual_supply still handle variable S:>>> from hydpy import pub, Node, Element >>> pub.timegrids = "01.01.2000", "21.01.2000", "1d" >>> inflow = Node("inflow", variable="Q") >>> required_supply = Node("required_supply", variable="S") >>> allowed_relieve = Node("allowed_relieve", variable="R") >>> outflow = Node("release", variable="Q") >>> actual_supply = Node("actual_supply", variable="S") >>> actual_relieve = Node("actual_relieve", variable="R") >>> dam = Element("dam", ... inlets=inflow, ... outlets=(outflow, actual_supply, actual_relieve), ... receivers=(required_supply, allowed_relieve)) >>> from hydpy.models.dam_v004 import * >>> parameterstep("1d") >>> dam.model = modelThe first test calculation is supposed to show that model
dam_v004behaves exactly like modeldam_v003when the relieve discharge is disabled, which can be accomplished by the following settings:>>> from hydpy import IntegrationTest >>> IntegrationTest.plotting_options.activated = ( ... fluxes.inflow, fluxes.outflow) >>> test = IntegrationTest( ... dam, ... inits=((states.watervolume, 0.0), ... (logs.loggedrequiredremoterelease, 0.005), ... (logs.loggedallowedremoterelieve, 0.0))) >>> test.dateformat = "%d.%m." >>> inflow.sequences.sim.series = 1.0 >>> required_supply.sequences.sim.series = [ ... 0.008588, 0.010053, 0.013858, 0.027322, 0.064075, ... 0.235523, 0.470414, 0.735001, 0.891263, 0.696325, ... 0.349797, 0.105231, 0.111928, 0.240436, 0.229369, ... 0.058622, 0.016958, 0.008447, 0.004155, 0.0] >>> allowed_relieve.sequences.sim.series = 0.0 >>> watervolume2waterlevel( ... weights_input=1.0, weights_output=0.25, ... intercepts_hidden=0.0, intercepts_output=0.0, ... activation=0) >>> waterlevel2flooddischarge(ann( ... weights_input=0.0, weights_output=0.0, ... intercepts_hidden=0.0, intercepts_output=0.0)) >>> catchmentarea(86.4) >>> neardischargeminimumthreshold(0.2) >>> neardischargeminimumtolerance(0.2) >>> waterlevelminimumthreshold(0.0) >>> waterlevelminimumtolerance(0.0) >>> waterlevelminimumremotethreshold(0.0) >>> waterlevelminimumremotetolerance(0.0) >>> waterlevel2possibleremoterelieve( ... weights_input=0.0, weights_output=0.0, ... intercepts_hidden=0.0, intercepts_output=0.0) >>> remoterelievetolerance(0.0) >>> highestremotedischarge(inf) >>> highestremotetolerance(0.1) >>> restricttargetedrelease(True) >>> parameters.update()Comparing the results of the following table with the ones shown for application model
dam_v004(e.g. of column waterlevel or actualremoterelease) shows that both models can in fact be functionally identical:Click here to see the graph>>> test("dam_v004_ex7") | date | inflow | requiredremoterelease | allowedremoterelieve | possibleremoterelieve | actualremoterelieve | requiredrelease | targetedrelease | actualrelease | actualremoterelease | flooddischarge | outflow | watervolume | actual_relieve | actual_supply | allowed_relieve | inflow | release | required_supply | ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- | 01.01. | 1.0 | 0.005 | 0.0 | 0.0 | 0.0 | 0.2 | 0.2 | 0.191667 | 0.004792 | 0.0 | 0.191667 | 0.069426 | 0.0 | 0.004792 | 0.0 | 1.0 | 0.191667 | 0.008588 | | 02.01. | 1.0 | 0.008588 | 0.0 | 0.0 | 0.0 | 0.2 | 0.2 | 0.2 | 0.008588 | 0.0 | 0.2 | 0.137804 | 0.0 | 0.008588 | 0.0 | 1.0 | 0.2 | 0.010053 | | 03.01. | 1.0 | 0.010053 | 0.0 | 0.0 | 0.0 | 0.2 | 0.2 | 0.2 | 0.010053 | 0.0 | 0.2 | 0.206055 | 0.0 | 0.010053 | 0.0 | 1.0 | 0.2 | 0.013858 | | 04.01. | 1.0 | 0.013858 | 0.0 | 0.0 | 0.0 | 0.2 | 0.2 | 0.2 | 0.013858 | 0.0 | 0.2 | 0.273978 | 0.0 | 0.013858 | 0.0 | 1.0 | 0.2 | 0.027322 | | 05.01. | 1.0 | 0.027322 | 0.0 | 0.0 | 0.0 | 0.2 | 0.2 | 0.2 | 0.027322 | 0.0 | 0.2 | 0.340737 | 0.0 | 0.027322 | 0.0 | 1.0 | 0.2 | 0.064075 | | 06.01. | 1.0 | 0.064075 | 0.0 | 0.0 | 0.0 | 0.2 | 0.2 | 0.2 | 0.064075 | 0.0 | 0.2 | 0.404321 | 0.0 | 0.064075 | 0.0 | 1.0 | 0.2 | 0.235523 | | 07.01. | 1.0 | 0.235523 | 0.0 | 0.0 | 0.0 | 0.2 | 0.2 | 0.2 | 0.235523 | 0.0 | 0.2 | 0.453092 | 0.0 | 0.235523 | 0.0 | 1.0 | 0.2 | 0.470414 | | 08.01. | 1.0 | 0.470414 | 0.0 | 0.0 | 0.0 | 0.2 | 0.2 | 0.2 | 0.470414 | 0.0 | 0.2 | 0.481568 | 0.0 | 0.470414 | 0.0 | 1.0 | 0.2 | 0.735001 | | 09.01. | 1.0 | 0.735001 | 0.0 | 0.0 | 0.0 | 0.2 | 0.2 | 0.2 | 0.735001 | 0.0 | 0.2 | 0.487184 | 0.0 | 0.735001 | 0.0 | 1.0 | 0.2 | 0.891263 | | 10.01. | 1.0 | 0.891263 | 0.0 | 0.0 | 0.0 | 0.2 | 0.2 | 0.2 | 0.891263 | 0.0 | 0.2 | 0.479299 | 0.0 | 0.891263 | 0.0 | 1.0 | 0.2 | 0.696325 | | 11.01. | 1.0 | 0.696325 | 0.0 | 0.0 | 0.0 | 0.2 | 0.2 | 0.2 | 0.696325 | 0.0 | 0.2 | 0.488257 | 0.0 | 0.696325 | 0.0 | 1.0 | 0.2 | 0.349797 | | 12.01. | 1.0 | 0.349797 | 0.0 | 0.0 | 0.0 | 0.2 | 0.2 | 0.2 | 0.349797 | 0.0 | 0.2 | 0.527154 | 0.0 | 0.349797 | 0.0 | 1.0 | 0.2 | 0.105231 | | 13.01. | 1.0 | 0.105231 | 0.0 | 0.0 | 0.0 | 0.2 | 0.2 | 0.2 | 0.105231 | 0.0 | 0.2 | 0.587182 | 0.0 | 0.105231 | 0.0 | 1.0 | 0.2 | 0.111928 | | 14.01. | 1.0 | 0.111928 | 0.0 | 0.0 | 0.0 | 0.2 | 0.2 | 0.2 | 0.111928 | 0.0 | 0.2 | 0.646632 | 0.0 | 0.111928 | 0.0 | 1.0 | 0.2 | 0.240436 | | 15.01. | 1.0 | 0.240436 | 0.0 | 0.0 | 0.0 | 0.2 | 0.2 | 0.2 | 0.240436 | 0.0 | 0.2 | 0.694978 | 0.0 | 0.240436 | 0.0 | 1.0 | 0.2 | 0.229369 | | 16.01. | 1.0 | 0.229369 | 0.0 | 0.0 | 0.0 | 0.2 | 0.2 | 0.2 | 0.229369 | 0.0 | 0.2 | 0.744281 | 0.0 | 0.229369 | 0.0 | 1.0 | 0.2 | 0.058622 | | 17.01. | 1.0 | 0.058622 | 0.0 | 0.0 | 0.0 | 0.2 | 0.2 | 0.2 | 0.058622 | 0.0 | 0.2 | 0.808336 | 0.0 | 0.058622 | 0.0 | 1.0 | 0.2 | 0.016958 | | 18.01. | 1.0 | 0.016958 | 0.0 | 0.0 | 0.0 | 0.2 | 0.2 | 0.2 | 0.016958 | 0.0 | 0.2 | 0.87599 | 0.0 | 0.016958 | 0.0 | 1.0 | 0.2 | 0.008447 | | 19.01. | 1.0 | 0.008447 | 0.0 | 0.0 | 0.0 | 0.2 | 0.2 | 0.2 | 0.008447 | 0.0 | 0.2 | 0.944381 | 0.0 | 0.008447 | 0.0 | 1.0 | 0.2 | 0.004155 | | 20.01. | 1.0 | 0.004155 | 0.0 | 0.0 | 0.0 | 0.2 | 0.2 | 0.2 | 0.004155 | 0.0 | 0.2 | 1.013142 | 0.0 | 0.004155 | 0.0 | 1.0 | 0.2 | 0.0 |First modification of example 7
In this first modification of the example above, the “old” required supply is taken as the “new” allowed relieve discharge and the “new” required supply is set to zero. Also, the possible relieve discharge is set to a very large value (100 m³/s):
>>> test.inits.loggedrequiredremoterelease = 0.0 >>> test.inits.loggedallowedremoterelieve = 0.005 >>> allowed_relieve.sequences.sim.series = ( ... required_supply.sequences.sim.series) >>> required_supply.sequences.sim.series = 0.0 >>> waterlevel2possibleremoterelieve( ... weights_input=0.0, weights_output=0.0, ... intercepts_hidden=0.0, intercepts_output=100.0) >>> waterlevel2possibleremoterelieve.plot(-0.1, 1.0)Due to this setting, the “new” actual relieve discharge is nearly identical with the “old” actual supply discharge. There is only a small deviation on the first timestep, which is due to a numerical inaccuracy, which is explained in the documentation on application model
dam_v001:Click here to see the graph>>> test("dam_v004_ex7_1") | date | inflow | requiredremoterelease | allowedremoterelieve | possibleremoterelieve | actualremoterelieve | requiredrelease | targetedrelease | actualrelease | actualremoterelease | flooddischarge | outflow | watervolume | actual_relieve | actual_supply | allowed_relieve | inflow | release | required_supply | ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- | 01.01. | 1.0 | 0.0 | 0.005 | 100.0 | 0.005 | 0.2 | 0.2 | 0.191667 | 0.0 | 0.0 | 0.191667 | 0.069408 | 0.005 | 0.0 | 0.008588 | 1.0 | 0.191667 | 0.0 | | 02.01. | 1.0 | 0.0 | 0.008588 | 100.0 | 0.008588 | 0.2 | 0.2 | 0.2 | 0.0 | 0.0 | 0.2 | 0.137786 | 0.008588 | 0.0 | 0.010053 | 1.0 | 0.2 | 0.0 | | 03.01. | 1.0 | 0.0 | 0.010053 | 100.0 | 0.010053 | 0.2 | 0.2 | 0.2 | 0.0 | 0.0 | 0.2 | 0.206037 | 0.010053 | 0.0 | 0.013858 | 1.0 | 0.2 | 0.0 | | 04.01. | 1.0 | 0.0 | 0.013858 | 100.0 | 0.013858 | 0.2 | 0.2 | 0.2 | 0.0 | 0.0 | 0.2 | 0.27396 | 0.013858 | 0.0 | 0.027322 | 1.0 | 0.2 | 0.0 | | 05.01. | 1.0 | 0.0 | 0.027322 | 100.0 | 0.027322 | 0.2 | 0.2 | 0.2 | 0.0 | 0.0 | 0.2 | 0.340719 | 0.027322 | 0.0 | 0.064075 | 1.0 | 0.2 | 0.0 | | 06.01. | 1.0 | 0.0 | 0.064075 | 100.0 | 0.064075 | 0.2 | 0.2 | 0.2 | 0.0 | 0.0 | 0.2 | 0.404303 | 0.064075 | 0.0 | 0.235523 | 1.0 | 0.2 | 0.0 | | 07.01. | 1.0 | 0.0 | 0.235523 | 100.0 | 0.235523 | 0.2 | 0.2 | 0.2 | 0.0 | 0.0 | 0.2 | 0.453074 | 0.235523 | 0.0 | 0.470414 | 1.0 | 0.2 | 0.0 | | 08.01. | 1.0 | 0.0 | 0.470414 | 100.0 | 0.470414 | 0.2 | 0.2 | 0.2 | 0.0 | 0.0 | 0.2 | 0.48155 | 0.470414 | 0.0 | 0.735001 | 1.0 | 0.2 | 0.0 | | 09.01. | 1.0 | 0.0 | 0.735001 | 100.0 | 0.735001 | 0.2 | 0.2 | 0.2 | 0.0 | 0.0 | 0.2 | 0.487166 | 0.735001 | 0.0 | 0.891263 | 1.0 | 0.2 | 0.0 | | 10.01. | 1.0 | 0.0 | 0.891263 | 100.0 | 0.891263 | 0.2 | 0.2 | 0.2 | 0.0 | 0.0 | 0.2 | 0.479281 | 0.891263 | 0.0 | 0.696325 | 1.0 | 0.2 | 0.0 | | 11.01. | 1.0 | 0.0 | 0.696325 | 100.0 | 0.696325 | 0.2 | 0.2 | 0.2 | 0.0 | 0.0 | 0.2 | 0.488239 | 0.696325 | 0.0 | 0.349797 | 1.0 | 0.2 | 0.0 | | 12.01. | 1.0 | 0.0 | 0.349797 | 100.0 | 0.349797 | 0.2 | 0.2 | 0.2 | 0.0 | 0.0 | 0.2 | 0.527136 | 0.349797 | 0.0 | 0.105231 | 1.0 | 0.2 | 0.0 | | 13.01. | 1.0 | 0.0 | 0.105231 | 100.0 | 0.105231 | 0.2 | 0.2 | 0.2 | 0.0 | 0.0 | 0.2 | 0.587164 | 0.105231 | 0.0 | 0.111928 | 1.0 | 0.2 | 0.0 | | 14.01. | 1.0 | 0.0 | 0.111928 | 100.0 | 0.111928 | 0.2 | 0.2 | 0.2 | 0.0 | 0.0 | 0.2 | 0.646614 | 0.111928 | 0.0 | 0.240436 | 1.0 | 0.2 | 0.0 | | 15.01. | 1.0 | 0.0 | 0.240436 | 100.0 | 0.240436 | 0.2 | 0.2 | 0.2 | 0.0 | 0.0 | 0.2 | 0.69496 | 0.240436 | 0.0 | 0.229369 | 1.0 | 0.2 | 0.0 | | 16.01. | 1.0 | 0.0 | 0.229369 | 100.0 | 0.229369 | 0.2 | 0.2 | 0.2 | 0.0 | 0.0 | 0.2 | 0.744263 | 0.229369 | 0.0 | 0.058622 | 1.0 | 0.2 | 0.0 | | 17.01. | 1.0 | 0.0 | 0.058622 | 100.0 | 0.058622 | 0.2 | 0.2 | 0.2 | 0.0 | 0.0 | 0.2 | 0.808318 | 0.058622 | 0.0 | 0.016958 | 1.0 | 0.2 | 0.0 | | 18.01. | 1.0 | 0.0 | 0.016958 | 100.0 | 0.016958 | 0.2 | 0.2 | 0.2 | 0.0 | 0.0 | 0.2 | 0.875972 | 0.016958 | 0.0 | 0.008447 | 1.0 | 0.2 | 0.0 | | 19.01. | 1.0 | 0.0 | 0.008447 | 100.0 | 0.008447 | 0.2 | 0.2 | 0.2 | 0.0 | 0.0 | 0.2 | 0.944363 | 0.008447 | 0.0 | 0.004155 | 1.0 | 0.2 | 0.0 | | 20.01. | 1.0 | 0.0 | 0.004155 | 100.0 | 0.004155 | 0.2 | 0.2 | 0.2 | 0.0 | 0.0 | 0.2 | 1.013124 | 0.004155 | 0.0 | 0.0 | 1.0 | 0.2 | 0.0 |Second modification of example 7
Now we modify the artificial neuronal network
WaterLevel2PossibleRemoteRelieve(in fact, only a single neuron) in order to prevent any relieve discharge when the dam is emtpy and to set maximum relieve discharge of 0.5 m³/s:>>> waterlevel2possibleremoterelieve( ... weights_input=1e30, weights_output=0.5, ... intercepts_hidden=-1e27, intercepts_output=0.0) >>> waterlevel2possibleremoterelieve.plot(-0.1, 1.0)For very small water levels, the new relationship between possible relieve discharge an water level resembles the old relationship for calculating the actual actual supply release. Hence, only a very small deviation remains at the first simulation timestep. The imposed restriction of 0.5 m³/s results in a reduced relieve discharge between January, 9, and January, 11:
Click here to see the graph>>> test("dam_v004_ex7_2") | date | inflow | requiredremoterelease | allowedremoterelieve | possibleremoterelieve | actualremoterelieve | requiredrelease | targetedrelease | actualrelease | actualremoterelease | flooddischarge | outflow | watervolume | actual_relieve | actual_supply | allowed_relieve | inflow | release | required_supply | ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- | 01.01. | 1.0 | 0.0 | 0.005 | 0.483333 | 0.004833 | 0.2 | 0.2 | 0.196667 | 0.0 | 0.0 | 0.196667 | 0.06899 | 0.004833 | 0.0 | 0.008588 | 1.0 | 0.196667 | 0.0 | | 02.01. | 1.0 | 0.0 | 0.008588 | 0.5 | 0.008588 | 0.2 | 0.2 | 0.2 | 0.0 | 0.0 | 0.2 | 0.137368 | 0.008588 | 0.0 | 0.010053 | 1.0 | 0.2 | 0.0 | | 03.01. | 1.0 | 0.0 | 0.010053 | 0.5 | 0.010053 | 0.2 | 0.2 | 0.2 | 0.0 | 0.0 | 0.2 | 0.20562 | 0.010053 | 0.0 | 0.013858 | 1.0 | 0.2 | 0.0 | | 04.01. | 1.0 | 0.0 | 0.013858 | 0.5 | 0.013858 | 0.2 | 0.2 | 0.2 | 0.0 | 0.0 | 0.2 | 0.273542 | 0.013858 | 0.0 | 0.027322 | 1.0 | 0.2 | 0.0 | | 05.01. | 1.0 | 0.0 | 0.027322 | 0.5 | 0.027322 | 0.2 | 0.2 | 0.2 | 0.0 | 0.0 | 0.2 | 0.340302 | 0.027322 | 0.0 | 0.064075 | 1.0 | 0.2 | 0.0 | | 06.01. | 1.0 | 0.0 | 0.064075 | 0.5 | 0.064075 | 0.2 | 0.2 | 0.2 | 0.0 | 0.0 | 0.2 | 0.403886 | 0.064075 | 0.0 | 0.235523 | 1.0 | 0.2 | 0.0 | | 07.01. | 1.0 | 0.0 | 0.235523 | 0.5 | 0.235523 | 0.2 | 0.2 | 0.2 | 0.0 | 0.0 | 0.2 | 0.452657 | 0.235523 | 0.0 | 0.470414 | 1.0 | 0.2 | 0.0 | | 08.01. | 1.0 | 0.0 | 0.470414 | 0.5 | 0.470414 | 0.2 | 0.2 | 0.2 | 0.0 | 0.0 | 0.2 | 0.481133 | 0.470414 | 0.0 | 0.735001 | 1.0 | 0.2 | 0.0 | | 09.01. | 1.0 | 0.0 | 0.735001 | 0.5 | 0.5 | 0.2 | 0.2 | 0.2 | 0.0 | 0.0 | 0.2 | 0.507053 | 0.5 | 0.0 | 0.891263 | 1.0 | 0.2 | 0.0 | | 10.01. | 1.0 | 0.0 | 0.891263 | 0.5 | 0.5 | 0.2 | 0.2 | 0.2 | 0.0 | 0.0 | 0.2 | 0.532973 | 0.5 | 0.0 | 0.696325 | 1.0 | 0.2 | 0.0 | | 11.01. | 1.0 | 0.0 | 0.696325 | 0.5 | 0.5 | 0.2 | 0.2 | 0.2 | 0.0 | 0.0 | 0.2 | 0.558893 | 0.5 | 0.0 | 0.349797 | 1.0 | 0.2 | 0.0 | | 12.01. | 1.0 | 0.0 | 0.349797 | 0.5 | 0.349797 | 0.2 | 0.2 | 0.2 | 0.0 | 0.0 | 0.2 | 0.59779 | 0.349797 | 0.0 | 0.105231 | 1.0 | 0.2 | 0.0 | | 13.01. | 1.0 | 0.0 | 0.105231 | 0.5 | 0.105231 | 0.2 | 0.2 | 0.2 | 0.0 | 0.0 | 0.2 | 0.657818 | 0.105231 | 0.0 | 0.111928 | 1.0 | 0.2 | 0.0 | | 14.01. | 1.0 | 0.0 | 0.111928 | 0.5 | 0.111928 | 0.2 | 0.2 | 0.2 | 0.0 | 0.0 | 0.2 | 0.717268 | 0.111928 | 0.0 | 0.240436 | 1.0 | 0.2 | 0.0 | | 15.01. | 1.0 | 0.0 | 0.240436 | 0.5 | 0.240436 | 0.2 | 0.2 | 0.2 | 0.0 | 0.0 | 0.2 | 0.765614 | 0.240436 | 0.0 | 0.229369 | 1.0 | 0.2 | 0.0 | | 16.01. | 1.0 | 0.0 | 0.229369 | 0.5 | 0.229369 | 0.2 | 0.2 | 0.2 | 0.0 | 0.0 | 0.2 | 0.814917 | 0.229369 | 0.0 | 0.058622 | 1.0 | 0.2 | 0.0 | | 17.01. | 1.0 | 0.0 | 0.058622 | 0.5 | 0.058622 | 0.2 | 0.2 | 0.2 | 0.0 | 0.0 | 0.2 | 0.878972 | 0.058622 | 0.0 | 0.016958 | 1.0 | 0.2 | 0.0 | | 18.01. | 1.0 | 0.0 | 0.016958 | 0.5 | 0.016958 | 0.2 | 0.2 | 0.2 | 0.0 | 0.0 | 0.2 | 0.946627 | 0.016958 | 0.0 | 0.008447 | 1.0 | 0.2 | 0.0 | | 19.01. | 1.0 | 0.0 | 0.008447 | 0.5 | 0.008447 | 0.2 | 0.2 | 0.2 | 0.0 | 0.0 | 0.2 | 1.015017 | 0.008447 | 0.0 | 0.004155 | 1.0 | 0.2 | 0.0 | | 20.01. | 1.0 | 0.0 | 0.004155 | 0.5 | 0.004155 | 0.2 | 0.2 | 0.2 | 0.0 | 0.0 | 0.2 | 1.083778 | 0.004155 | 0.0 | 0.0 | 1.0 | 0.2 | 0.0 |Third modification of example 7
The capped possible relieve discharge in the example above results in a discontinuous evolution of the actual relieve discharge. For more smooth transitions, the value of parameter
RemoteRelieveTolerancecan be set to values larger than zero, e.g.:Click here to see the graph>>> remoterelievetolerance(0.2) >>> test("dam_v004_ex7_3") | date | inflow | requiredremoterelease | allowedremoterelieve | possibleremoterelieve | actualremoterelieve | requiredrelease | targetedrelease | actualrelease | actualremoterelease | flooddischarge | outflow | watervolume | actual_relieve | actual_supply | allowed_relieve | inflow | release | required_supply | ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- | 01.01. | 1.0 | 0.0 | 0.005 | 0.483333 | 0.004833 | 0.2 | 0.2 | 0.196667 | 0.0 | 0.0 | 0.196667 | 0.06899 | 0.004833 | 0.0 | 0.008588 | 1.0 | 0.196667 | 0.0 | | 02.01. | 1.0 | 0.0 | 0.008588 | 0.5 | 0.008588 | 0.2 | 0.2 | 0.2 | 0.0 | 0.0 | 0.2 | 0.137368 | 0.008588 | 0.0 | 0.010053 | 1.0 | 0.2 | 0.0 | | 03.01. | 1.0 | 0.0 | 0.010053 | 0.5 | 0.010053 | 0.2 | 0.2 | 0.2 | 0.0 | 0.0 | 0.2 | 0.20562 | 0.010053 | 0.0 | 0.013858 | 1.0 | 0.2 | 0.0 | | 04.01. | 1.0 | 0.0 | 0.013858 | 0.5 | 0.013858 | 0.2 | 0.2 | 0.2 | 0.0 | 0.0 | 0.2 | 0.273542 | 0.013858 | 0.0 | 0.027322 | 1.0 | 0.2 | 0.0 | | 05.01. | 1.0 | 0.0 | 0.027322 | 0.5 | 0.027322 | 0.2 | 0.2 | 0.2 | 0.0 | 0.0 | 0.2 | 0.340302 | 0.027322 | 0.0 | 0.064075 | 1.0 | 0.2 | 0.0 | | 06.01. | 1.0 | 0.0 | 0.064075 | 0.5 | 0.064075 | 0.2 | 0.2 | 0.2 | 0.0 | 0.0 | 0.2 | 0.403886 | 0.064075 | 0.0 | 0.235523 | 1.0 | 0.2 | 0.0 | | 07.01. | 1.0 | 0.0 | 0.235523 | 0.5 | 0.235352 | 0.2 | 0.2 | 0.2 | 0.0 | 0.0 | 0.2 | 0.452671 | 0.235352 | 0.0 | 0.470414 | 1.0 | 0.2 | 0.0 | | 08.01. | 1.0 | 0.0 | 0.470414 | 0.5 | 0.418836 | 0.2 | 0.2 | 0.2 | 0.0 | 0.0 | 0.2 | 0.485604 | 0.418836 | 0.0 | 0.735001 | 1.0 | 0.2 | 0.0 | | 09.01. | 1.0 | 0.0 | 0.735001 | 0.5 | 0.472874 | 0.2 | 0.2 | 0.2 | 0.0 | 0.0 | 0.2 | 0.513868 | 0.472874 | 0.0 | 0.891263 | 1.0 | 0.2 | 0.0 | | 10.01. | 1.0 | 0.0 | 0.891263 | 0.5 | 0.480688 | 0.2 | 0.2 | 0.2 | 0.0 | 0.0 | 0.2 | 0.541456 | 0.480688 | 0.0 | 0.696325 | 1.0 | 0.2 | 0.0 | | 11.01. | 1.0 | 0.0 | 0.696325 | 0.5 | 0.469547 | 0.2 | 0.2 | 0.2 | 0.0 | 0.0 | 0.2 | 0.570007 | 0.469547 | 0.0 | 0.349797 | 1.0 | 0.2 | 0.0 | | 12.01. | 1.0 | 0.0 | 0.349797 | 0.5 | 0.342067 | 0.2 | 0.2 | 0.2 | 0.0 | 0.0 | 0.2 | 0.609573 | 0.342067 | 0.0 | 0.105231 | 1.0 | 0.2 | 0.0 | | 13.01. | 1.0 | 0.0 | 0.105231 | 0.5 | 0.105231 | 0.2 | 0.2 | 0.2 | 0.0 | 0.0 | 0.2 | 0.669601 | 0.105231 | 0.0 | 0.111928 | 1.0 | 0.2 | 0.0 | | 14.01. | 1.0 | 0.0 | 0.111928 | 0.5 | 0.111928 | 0.2 | 0.2 | 0.2 | 0.0 | 0.0 | 0.2 | 0.72905 | 0.111928 | 0.0 | 0.240436 | 1.0 | 0.2 | 0.0 | | 15.01. | 1.0 | 0.0 | 0.240436 | 0.5 | 0.240219 | 0.2 | 0.2 | 0.2 | 0.0 | 0.0 | 0.2 | 0.777415 | 0.240219 | 0.0 | 0.229369 | 1.0 | 0.2 | 0.0 | | 16.01. | 1.0 | 0.0 | 0.229369 | 0.5 | 0.229243 | 0.2 | 0.2 | 0.2 | 0.0 | 0.0 | 0.2 | 0.826729 | 0.229243 | 0.0 | 0.058622 | 1.0 | 0.2 | 0.0 | | 17.01. | 1.0 | 0.0 | 0.058622 | 0.5 | 0.058622 | 0.2 | 0.2 | 0.2 | 0.0 | 0.0 | 0.2 | 0.890784 | 0.058622 | 0.0 | 0.016958 | 1.0 | 0.2 | 0.0 | | 18.01. | 1.0 | 0.0 | 0.016958 | 0.5 | 0.016958 | 0.2 | 0.2 | 0.2 | 0.0 | 0.0 | 0.2 | 0.958439 | 0.016958 | 0.0 | 0.008447 | 1.0 | 0.2 | 0.0 | | 19.01. | 1.0 | 0.0 | 0.008447 | 0.5 | 0.008447 | 0.2 | 0.2 | 0.2 | 0.0 | 0.0 | 0.2 | 1.026829 | 0.008447 | 0.0 | 0.004155 | 1.0 | 0.2 | 0.0 | | 20.01. | 1.0 | 0.0 | 0.004155 | 0.5 | 0.004155 | 0.2 | 0.2 | 0.2 | 0.0 | 0.0 | 0.2 | 1.09559 | 0.004155 | 0.0 | 0.0 | 1.0 | 0.2 | 0.0 |Exact recalculation of example 8
This and the following exact recalculations are just thought to prove the identical behaviour of the components models
dam_v003anddam_v004that have not been utilised in the examples above. Therefore the remote relieve discharge is disabled again:>>> test.inits.loggedrequiredremoterelease = 0.005 >>> test.inits.loggedallowedremoterelieve = 0.0 >>> waterlevelminimumremotetolerance(0.0) >>> waterlevel2possibleremoterelieve( ... weights_input=0.0, weights_output=0.0, ... intercepts_hidden=0.0, intercepts_output=0.0) >>> remoterelievetolerance(0.0) >>> allowed_relieve.sequences.sim.series = 0.0Now, the identical behaviour regarding releasing water to the channel downstream during low flow conditions is demonstrated:
Click here to see the graph>>> inflow.sequences.sim.series[10:] = 0.1 >>> required_supply.sequences.sim.series = [ ... 0.008746, 0.010632, 0.015099, 0.03006, 0.068641, ... 0.242578, 0.474285, 0.784512, 0.95036, 0.35, ... 0.034564, 0.299482, 0.585979, 0.557422, 0.229369, ... 0.142578, 0.068641, 0.029844, 0.012348, 0.0] >>> neardischargeminimumtolerance(0.0) >>> test("dam_v004_ex8") | date | inflow | requiredremoterelease | allowedremoterelieve | possibleremoterelieve | actualremoterelieve | requiredrelease | targetedrelease | actualrelease | actualremoterelease | flooddischarge | outflow | watervolume | actual_relieve | actual_supply | allowed_relieve | inflow | release | required_supply | ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- | 01.01. | 1.0 | 0.005 | 0.0 | 0.0 | 0.0 | 0.2 | 0.2 | 0.191667 | 0.004792 | 0.0 | 0.191667 | 0.069426 | 0.0 | 0.004792 | 0.0 | 1.0 | 0.191667 | 0.008746 | | 02.01. | 1.0 | 0.008746 | 0.0 | 0.0 | 0.0 | 0.2 | 0.2 | 0.2 | 0.008746 | 0.0 | 0.2 | 0.13779 | 0.0 | 0.008746 | 0.0 | 1.0 | 0.2 | 0.010632 | | 03.01. | 1.0 | 0.010632 | 0.0 | 0.0 | 0.0 | 0.2 | 0.2 | 0.2 | 0.010632 | 0.0 | 0.2 | 0.205992 | 0.0 | 0.010632 | 0.0 | 1.0 | 0.2 | 0.015099 | | 04.01. | 1.0 | 0.015099 | 0.0 | 0.0 | 0.0 | 0.2 | 0.2 | 0.2 | 0.015099 | 0.0 | 0.2 | 0.273807 | 0.0 | 0.015099 | 0.0 | 1.0 | 0.2 | 0.03006 | | 05.01. | 1.0 | 0.03006 | 0.0 | 0.0 | 0.0 | 0.2 | 0.2 | 0.2 | 0.03006 | 0.0 | 0.2 | 0.34033 | 0.0 | 0.03006 | 0.0 | 1.0 | 0.2 | 0.068641 | | 06.01. | 1.0 | 0.068641 | 0.0 | 0.0 | 0.0 | 0.2 | 0.2 | 0.2 | 0.068641 | 0.0 | 0.2 | 0.403519 | 0.0 | 0.068641 | 0.0 | 1.0 | 0.2 | 0.242578 | | 07.01. | 1.0 | 0.242578 | 0.0 | 0.0 | 0.0 | 0.2 | 0.2 | 0.2 | 0.242578 | 0.0 | 0.2 | 0.451681 | 0.0 | 0.242578 | 0.0 | 1.0 | 0.2 | 0.474285 | | 08.01. | 1.0 | 0.474285 | 0.0 | 0.0 | 0.0 | 0.2 | 0.2 | 0.2 | 0.474285 | 0.0 | 0.2 | 0.479822 | 0.0 | 0.474285 | 0.0 | 1.0 | 0.2 | 0.784512 | | 09.01. | 1.0 | 0.784512 | 0.0 | 0.0 | 0.0 | 0.2 | 0.2 | 0.2 | 0.784512 | 0.0 | 0.2 | 0.481161 | 0.0 | 0.784512 | 0.0 | 1.0 | 0.2 | 0.95036 | | 10.01. | 1.0 | 0.95036 | 0.0 | 0.0 | 0.0 | 0.2 | 0.2 | 0.2 | 0.95036 | 0.0 | 0.2 | 0.46817 | 0.0 | 0.95036 | 0.0 | 1.0 | 0.2 | 0.35 | | 11.01. | 0.1 | 0.35 | 0.0 | 0.0 | 0.0 | 0.2 | 0.1 | 0.1 | 0.35 | 0.0 | 0.1 | 0.43793 | 0.0 | 0.35 | 0.0 | 0.1 | 0.1 | 0.034564 | | 12.01. | 0.1 | 0.034564 | 0.0 | 0.0 | 0.0 | 0.2 | 0.1 | 0.1 | 0.034564 | 0.0 | 0.1 | 0.434943 | 0.0 | 0.034564 | 0.0 | 0.1 | 0.1 | 0.299482 | | 13.01. | 0.1 | 0.299482 | 0.0 | 0.0 | 0.0 | 0.2 | 0.1 | 0.1 | 0.299482 | 0.0 | 0.1 | 0.409068 | 0.0 | 0.299482 | 0.0 | 0.1 | 0.1 | 0.585979 | | 14.01. | 0.1 | 0.585979 | 0.0 | 0.0 | 0.0 | 0.2 | 0.1 | 0.1 | 0.585979 | 0.0 | 0.1 | 0.358439 | 0.0 | 0.585979 | 0.0 | 0.1 | 0.1 | 0.557422 | | 15.01. | 0.1 | 0.557422 | 0.0 | 0.0 | 0.0 | 0.2 | 0.1 | 0.1 | 0.557422 | 0.0 | 0.1 | 0.310278 | 0.0 | 0.557422 | 0.0 | 0.1 | 0.1 | 0.229369 | | 16.01. | 0.1 | 0.229369 | 0.0 | 0.0 | 0.0 | 0.2 | 0.1 | 0.1 | 0.229369 | 0.0 | 0.1 | 0.290461 | 0.0 | 0.229369 | 0.0 | 0.1 | 0.1 | 0.142578 | | 17.01. | 0.1 | 0.142578 | 0.0 | 0.0 | 0.0 | 0.2 | 0.1 | 0.1 | 0.142578 | 0.0 | 0.1 | 0.278142 | 0.0 | 0.142578 | 0.0 | 0.1 | 0.1 | 0.068641 | | 18.01. | 0.1 | 0.068641 | 0.0 | 0.0 | 0.0 | 0.2 | 0.1 | 0.1 | 0.068641 | 0.0 | 0.1 | 0.272211 | 0.0 | 0.068641 | 0.0 | 0.1 | 0.1 | 0.029844 | | 19.01. | 0.1 | 0.029844 | 0.0 | 0.0 | 0.0 | 0.2 | 0.1 | 0.1 | 0.029844 | 0.0 | 0.1 | 0.269633 | 0.0 | 0.029844 | 0.0 | 0.1 | 0.1 | 0.012348 | | 20.01. | 0.1 | 0.012348 | 0.0 | 0.0 | 0.0 | 0.2 | 0.1 | 0.1 | 0.012348 | 0.0 | 0.1 | 0.268566 | 0.0 | 0.012348 | 0.0 | 0.1 | 0.1 | 0.0 |Exact recalculation of example 10
This example demonstates the identical behaviour of models
dam_v003anddam_v004regarding limited storage content:Click here to see the graph>>> inflow.sequences.sim.series = numpy.linspace(0.2, 0.0, 20) >>> waterlevelminimumtolerance(0.01) >>> waterlevelminimumthreshold(0.005) >>> waterlevelminimumremotetolerance(0.01) >>> waterlevelminimumremotethreshold(0.01) >>> required_supply.sequences.sim.series = [ ... 0.01232, 0.029323, 0.064084, 0.120198, 0.247367, ... 0.45567, 0.608464, 0.537314, 0.629775, 0.744091, ... 0.82219, 0.841916, 0.701812, 0.533258, 0.351863, ... 0.185207, 0.107697, 0.055458, 0.025948, 0.0] >>> test("dam_v004_ex10") | date | inflow | requiredremoterelease | allowedremoterelieve | possibleremoterelieve | actualremoterelieve | requiredrelease | targetedrelease | actualrelease | actualremoterelease | flooddischarge | outflow | watervolume | actual_relieve | actual_supply | allowed_relieve | inflow | release | required_supply | --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- | 01.01. | 0.2 | 0.005 | 0.0 | 0.0 | 0.0 | 0.2 | 0.2 | 0.038491 | 0.00012 | 0.0 | 0.038491 | 0.013944 | 0.0 | 0.00012 | 0.0 | 0.2 | 0.038491 | 0.01232 | | 02.01. | 0.189474 | 0.01232 | 0.0 | 0.0 | 0.0 | 0.2 | 0.189474 | 0.086988 | 0.000993 | 0.0 | 0.086988 | 0.022713 | 0.0 | 0.000993 | 0.0 | 0.189474 | 0.086988 | 0.029323 | | 03.01. | 0.178947 | 0.029323 | 0.0 | 0.0 | 0.0 | 0.2 | 0.178947 | 0.116103 | 0.004642 | 0.0 | 0.116103 | 0.027742 | 0.0 | 0.004642 | 0.0 | 0.178947 | 0.116103 | 0.064084 | | 04.01. | 0.168421 | 0.064084 | 0.0 | 0.0 | 0.0 | 0.2 | 0.168421 | 0.125159 | 0.014625 | 0.0 | 0.125159 | 0.030216 | 0.0 | 0.014625 | 0.0 | 0.168421 | 0.125159 | 0.120198 | | 05.01. | 0.157895 | 0.120198 | 0.0 | 0.0 | 0.0 | 0.2 | 0.157895 | 0.121681 | 0.030361 | 0.0 | 0.121681 | 0.030722 | 0.0 | 0.030361 | 0.0 | 0.157895 | 0.121681 | 0.247367 | | 06.01. | 0.147368 | 0.247367 | 0.0 | 0.0 | 0.0 | 0.2 | 0.147368 | 0.109923 | 0.056857 | 0.0 | 0.109923 | 0.029044 | 0.0 | 0.056857 | 0.0 | 0.147368 | 0.109923 | 0.45567 | | 07.01. | 0.136842 | 0.45567 | 0.0 | 0.0 | 0.0 | 0.2 | 0.136842 | 0.094858 | 0.084715 | 0.0 | 0.094858 | 0.025352 | 0.0 | 0.084715 | 0.0 | 0.136842 | 0.094858 | 0.608464 | | 08.01. | 0.126316 | 0.608464 | 0.0 | 0.0 | 0.0 | 0.2 | 0.126316 | 0.076914 | 0.082553 | 0.0 | 0.076914 | 0.022488 | 0.0 | 0.082553 | 0.0 | 0.126316 | 0.076914 | 0.537314 | | 09.01. | 0.115789 | 0.537314 | 0.0 | 0.0 | 0.0 | 0.2 | 0.115789 | 0.064167 | 0.059779 | 0.0 | 0.064167 | 0.021783 | 0.0 | 0.059779 | 0.0 | 0.115789 | 0.064167 | 0.629775 | | 10.01. | 0.105263 | 0.629775 | 0.0 | 0.0 | 0.0 | 0.2 | 0.105263 | 0.055154 | 0.063011 | 0.0 | 0.055154 | 0.020669 | 0.0 | 0.063011 | 0.0 | 0.105263 | 0.055154 | 0.744091 | | 11.01. | 0.094737 | 0.744091 | 0.0 | 0.0 | 0.0 | 0.2 | 0.094737 | 0.045986 | 0.064865 | 0.0 | 0.045986 | 0.019277 | 0.0 | 0.064865 | 0.0 | 0.094737 | 0.045986 | 0.82219 | | 12.01. | 0.084211 | 0.82219 | 0.0 | 0.0 | 0.0 | 0.2 | 0.084211 | 0.037699 | 0.06228 | 0.0 | 0.037699 | 0.017914 | 0.0 | 0.06228 | 0.0 | 0.084211 | 0.037699 | 0.841916 | | 13.01. | 0.073684 | 0.841916 | 0.0 | 0.0 | 0.0 | 0.2 | 0.073684 | 0.030632 | 0.056377 | 0.0 | 0.030632 | 0.016763 | 0.0 | 0.056377 | 0.0 | 0.073684 | 0.030632 | 0.701812 | | 14.01. | 0.063158 | 0.701812 | 0.0 | 0.0 | 0.0 | 0.2 | 0.063158 | 0.025166 | 0.043828 | 0.0 | 0.025166 | 0.016259 | 0.0 | 0.043828 | 0.0 | 0.063158 | 0.025166 | 0.533258 | | 15.01. | 0.052632 | 0.533258 | 0.0 | 0.0 | 0.0 | 0.2 | 0.052632 | 0.020693 | 0.032602 | 0.0 | 0.020693 | 0.016201 | 0.0 | 0.032602 | 0.0 | 0.052632 | 0.020693 | 0.351863 | | 16.01. | 0.042105 | 0.351863 | 0.0 | 0.0 | 0.0 | 0.2 | 0.042105 | 0.016736 | 0.021882 | 0.0 | 0.016736 | 0.016502 | 0.0 | 0.021882 | 0.0 | 0.042105 | 0.016736 | 0.185207 | | 17.01. | 0.031579 | 0.185207 | 0.0 | 0.0 | 0.0 | 0.2 | 0.031579 | 0.012934 | 0.012076 | 0.0 | 0.012934 | 0.01707 | 0.0 | 0.012076 | 0.0 | 0.031579 | 0.012934 | 0.107697 | | 18.01. | 0.021053 | 0.107697 | 0.0 | 0.0 | 0.0 | 0.2 | 0.021053 | 0.008901 | 0.007386 | 0.0 | 0.008901 | 0.017482 | 0.0 | 0.007386 | 0.0 | 0.021053 | 0.008901 | 0.055458 | | 19.01. | 0.010526 | 0.055458 | 0.0 | 0.0 | 0.0 | 0.2 | 0.010526 | 0.004535 | 0.00392 | 0.0 | 0.004535 | 0.017661 | 0.0 | 0.00392 | 0.0 | 0.010526 | 0.004535 | 0.025948 | | 20.01. | 0.0 | 0.025948 | 0.0 | 0.0 | 0.0 | 0.2 | 0.0 | 0.0 | 0.001835 | 0.0 | 0.0 | 0.017502 | 0.0 | 0.001835 | 0.0 | 0.0 | 0.0 | 0.0 |Exact recalculation of example 13
This example demonstrates the identical behaviour of models
dam_v003anddam_v004(and also of modelsdam_v001anddam_v002regarding high flow conditions:Click here to see the graph>>> neardischargeminimumthreshold(0.0) >>> neardischargeminimumtolerance(0.0) >>> waterlevelminimumthreshold(0.0) >>> waterlevelminimumtolerance(0.0) >>> waterlevelminimumremotethreshold(0.0) >>> waterlevelminimumremotetolerance(0.0) >>> waterlevel2flooddischarge(ann( ... weights_input=1.0, weights_output=2.5, ... intercepts_hidden=0.0, intercepts_output=0.0, ... activation=0)) >>> neardischargeminimumthreshold(0.0) >>> inflow.sequences.sim.series = [ 0., 1., 5., 9., 8., 5., 3., 2., 1., 0., ... 0., 0., 0., 0., 0., 0., 0., 0., 0., 0.] >>> required_supply.sequences.sim.series = 0.0 >>> test.inits.loggedrequiredremoterelease = 0.0 >>> test("dam_v004_ex13") | date | inflow | requiredremoterelease | allowedremoterelieve | possibleremoterelieve | actualremoterelieve | requiredrelease | targetedrelease | actualrelease | actualremoterelease | flooddischarge | outflow | watervolume | actual_relieve | actual_supply | allowed_relieve | inflow | release | required_supply | ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- | 01.01. | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | | 02.01. | 1.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.026514 | 0.026514 | 0.084109 | 0.0 | 0.0 | 0.0 | 1.0 | 0.026514 | 0.0 | | 03.01. | 5.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.183744 | 0.183744 | 0.500234 | 0.0 | 0.0 | 0.0 | 5.0 | 0.183744 | 0.0 | | 04.01. | 9.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.542983 | 0.542983 | 1.23092 | 0.0 | 0.0 | 0.0 | 9.0 | 0.542983 | 0.0 | | 05.01. | 8.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.961039 | 0.961039 | 1.839086 | 0.0 | 0.0 | 0.0 | 8.0 | 0.961039 | 0.0 | | 06.01. | 5.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 1.251523 | 1.251523 | 2.162955 | 0.0 | 0.0 | 0.0 | 5.0 | 1.251523 | 0.0 | | 07.01. | 3.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 1.395546 | 1.395546 | 2.301579 | 0.0 | 0.0 | 0.0 | 3.0 | 1.395546 | 0.0 | | 08.01. | 2.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 1.453375 | 1.453375 | 2.348808 | 0.0 | 0.0 | 0.0 | 2.0 | 1.453375 | 0.0 | | 09.01. | 1.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 1.455596 | 1.455596 | 2.309444 | 0.0 | 0.0 | 0.0 | 1.0 | 1.455596 | 0.0 | | 10.01. | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 1.405132 | 1.405132 | 2.188041 | 0.0 | 0.0 | 0.0 | 0.0 | 1.405132 | 0.0 | | 11.01. | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 1.331267 | 1.331267 | 2.073019 | 0.0 | 0.0 | 0.0 | 0.0 | 1.331267 | 0.0 | | 12.01. | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 1.261285 | 1.261285 | 1.964044 | 0.0 | 0.0 | 0.0 | 0.0 | 1.261285 | 0.0 | | 13.01. | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 1.194981 | 1.194981 | 1.860798 | 0.0 | 0.0 | 0.0 | 0.0 | 1.194981 | 0.0 | | 14.01. | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 1.132163 | 1.132163 | 1.762979 | 0.0 | 0.0 | 0.0 | 0.0 | 1.132163 | 0.0 | | 15.01. | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 1.072647 | 1.072647 | 1.670302 | 0.0 | 0.0 | 0.0 | 0.0 | 1.072647 | 0.0 | | 16.01. | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 1.01626 | 1.01626 | 1.582498 | 0.0 | 0.0 | 0.0 | 0.0 | 1.01626 | 0.0 | | 17.01. | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.962837 | 0.962837 | 1.499308 | 0.0 | 0.0 | 0.0 | 0.0 | 0.962837 | 0.0 | | 18.01. | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.912222 | 0.912222 | 1.420492 | 0.0 | 0.0 | 0.0 | 0.0 | 0.912222 | 0.0 | | 19.01. | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.864268 | 0.864268 | 1.34582 | 0.0 | 0.0 | 0.0 | 0.0 | 0.864268 | 0.0 | | 20.01. | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.818835 | 0.818835 | 1.275072 | 0.0 | 0.0 | 0.0 | 0.0 | 0.818835 | 0.0 |Building on the example above, we demonstrate the possibility to constrain
ActualRemoteRelieveandActualRemoteReleaseby setting parameterHighestRemoteDischargeto 1.0 m³/s, which is the allowed sum of bothAllowedRemoteRelieveandActualRemoteRelease:This final example demonstrates the identical behaviour of models
dam_v003anddam_v004(and also of modelsdam_v001anddam_v002regarding high flow conditions:>>> test.inits.loggedrequiredremoterelease = 0.5 >>> required_supply.sequences.sim.series = 0.5 >>> test.inits.loggedallowedremoterelieve = 0.0 >>> allowed_relieve.sequences.sim.series = numpy.linspace(0.0, 1.5, 20) >>> waterlevelminimumremotethreshold(0.0) >>> waterlevel2possibleremoterelieve( ... weights_input=0.0, weights_output=0.0, ... intercepts_hidden=0.0, intercepts_output=5.0) >>> highestremotedischarge(1.0) >>> highestremotetolerance(0.1)The following results demonstrate, that
AllowedRemoteRelievehas priority overActualRemoteRelease.RequiredRemoteReleaseis set to a constant value of 0.5 m³/s via node required_supply, whereasAllowedRemoteRelieveincreases linearly from 0.0 to 1.5 m³/s. Due to parameterHighestRemoteDischargebeing set to 1.0 m³/s,ActualRemoteReleasestarts to drop whenAllowedRemoteRelieveexceeds 0.5 m³/s, andAllowedRemoteRelieveitself does never exceede 1 m³/s:Click here to see the graph>>> test("dam_v004_ex13_1") | date | inflow | requiredremoterelease | allowedremoterelieve | possibleremoterelieve | actualremoterelieve | requiredrelease | targetedrelease | actualrelease | actualremoterelease | flooddischarge | outflow | watervolume | actual_relieve | actual_supply | allowed_relieve | inflow | release | required_supply | ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- | 01.01. | 0.0 | 0.5 | 0.0 | 5.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0125 | -0.001125 | 0.0 | -0.00108 | 0.0 | 0.0125 | 0.0 | 0.0 | 0.0 | 0.5 | | 02.01. | 1.0 | 0.5 | 0.0 | 5.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.483321 | 0.013893 | 0.013915 | 0.042359 | 0.0 | 0.483321 | 0.078947 | 1.0 | 0.013915 | 0.5 | | 03.01. | 5.0 | 0.5 | 0.078947 | 5.0 | 0.078947 | 0.0 | 0.0 | 0.0 | 0.499952 | 0.142993 | 0.142993 | 0.411987 | 0.078947 | 0.499952 | 0.157895 | 5.0 | 0.142993 | 0.5 | | 04.01. | 9.0 | 0.5 | 0.157895 | 5.0 | 0.157895 | 0.0 | 0.0 | 0.0 | 0.499819 | 0.471852 | 0.471852 | 1.091993 | 0.157895 | 0.499819 | 0.236842 | 9.0 | 0.471852 | 0.5 | | 05.01. | 8.0 | 0.5 | 0.236842 | 5.0 | 0.236842 | 0.0 | 0.0 | 0.0 | 0.499314 | 0.856993 | 0.856993 | 1.645545 | 0.236842 | 0.499314 | 0.315789 | 8.0 | 0.856993 | 0.5 | | 06.01. | 5.0 | 0.5 | 0.315789 | 5.0 | 0.315789 | 0.0 | 0.0 | 0.0 | 0.497434 | 1.112205 | 1.112205 | 1.911188 | 0.315789 | 0.497434 | 0.394737 | 5.0 | 1.112205 | 0.5 | | 07.01. | 3.0 | 0.5 | 0.394737 | 5.0 | 0.394735 | 0.0 | 0.0 | 0.0 | 0.490789 | 1.218885 | 1.218885 | 1.988567 | 0.394735 | 0.490789 | 0.473684 | 3.0 | 1.218885 | 0.5 | | 08.01. | 2.0 | 0.5 | 0.473684 | 5.0 | 0.473676 | 0.0 | 0.0 | 0.0 | 0.470723 | 1.237798 | 1.237798 | 1.972825 | 0.473676 | 0.470723 | 0.552632 | 2.0 | 1.237798 | 0.5 | | 09.01. | 1.0 | 0.5 | 0.552632 | 5.0 | 0.552601 | 0.0 | 0.0 | 0.0 | 0.427028 | 1.200864 | 1.200864 | 1.87083 | 0.552601 | 0.427028 | 0.631579 | 1.0 | 1.200864 | 0.5 | | 10.01. | 0.0 | 0.5 | 0.631579 | 5.0 | 0.631463 | 0.0 | 0.0 | 0.0 | 0.362181 | 1.111921 | 1.111921 | 1.68891 | 0.631463 | 0.362181 | 0.710526 | 0.0 | 1.111921 | 0.5 | | 11.01. | 0.0 | 0.5 | 0.710526 | 5.0 | 0.710086 | 0.0 | 0.0 | 0.0 | 0.286864 | 1.001148 | 1.001148 | 1.516274 | 0.710086 | 0.286864 | 0.789474 | 0.0 | 1.001148 | 0.5 | | 12.01. | 0.0 | 0.5 | 0.789474 | 5.0 | 0.787817 | 0.0 | 0.0 | 0.0 | 0.208657 | 0.896124 | 0.896124 | 1.352753 | 0.787817 | 0.208657 | 0.868421 | 0.0 | 0.896124 | 0.5 | | 13.01. | 0.0 | 0.5 | 0.868421 | 5.0 | 0.862356 | 0.0 | 0.0 | 0.0 | 0.129881 | 0.796746 | 0.796746 | 1.198185 | 0.862356 | 0.129881 | 0.947368 | 0.0 | 0.796746 | 0.5 | | 14.01. | 0.0 | 0.5 | 0.947368 | 5.0 | 0.927029 | 0.0 | 0.0 | 0.0 | 0.051045 | 0.703078 | 0.703078 | 1.052934 | 0.927029 | 0.051045 | 1.026316 | 0.0 | 0.703078 | 0.5 | | 15.01. | 0.0 | 0.5 | 1.026316 | 5.0 | 0.970723 | 0.0 | 0.0 | 0.0 | 0.0 | 0.614897 | 0.614897 | 0.915936 | 0.970723 | 0.0 | 1.105263 | 0.0 | 0.614897 | 0.5 | | 16.01. | 0.0 | 0.5 | 1.105263 | 5.0 | 0.990741 | 0.0 | 0.0 | 0.0 | 0.0 | 0.531013 | 0.531013 | 0.784457 | 0.990741 | 0.0 | 1.184211 | 0.0 | 0.531013 | 0.5 | | 17.01. | 0.0 | 0.5 | 1.184211 | 5.0 | 0.996746 | 0.0 | 0.0 | 0.0 | 0.0 | 0.450858 | 0.450858 | 0.659384 | 0.996746 | 0.0 | 1.263158 | 0.0 | 0.450858 | 0.5 | | 18.01. | 0.0 | 0.5 | 1.263158 | 5.0 | 0.997993 | 0.0 | 0.0 | 0.0 | 0.0 | 0.374727 | 0.374727 | 0.540781 | 0.997993 | 0.0 | 1.342105 | 0.0 | 0.374727 | 0.5 | | 19.01. | 0.0 | 0.5 | 1.342105 | 5.0 | 0.998268 | 0.0 | 0.0 | 0.0 | 0.0 | 0.302558 | 0.302558 | 0.428389 | 0.998268 | 0.0 | 1.421053 | 0.0 | 0.302558 | 0.5 | | 20.01. | 0.0 | 0.5 | 1.421053 | 5.0 | 0.998337 | 0.0 | 0.0 | 0.0 | 0.0 | 0.234174 | 0.234174 | 0.3219 | 0.998337 | 0.0 | 1.5 | 0.0 | 0.234174 | 0.5 |
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class
hydpy.models.dam_v004.Model[source]¶ Bases:
hydpy.core.modeltools.ELSModelVersion 4 of HydPy-Dam.
- The following “receiver update methods” are called in the given sequence before performing a simulation step:
Pic_LoggedRequiredRemoteRelease_V2Update the receiver link sequence.Pic_LoggedAllowedRemoteRelieve_V1Update the receiver link sequence.
- The following “inlet update methods” are called in the given sequence at the beginning of each simulation step:
Pic_Inflow_V1Update the inlet link sequence.Calc_RequiredRemoteRelease_V2Get the required remote release of the last simulation step.Calc_AllowedRemoteRelieve_V1Get the allowed remote relieve of the last simulation step.Calc_RequiredRelease_V2Calculate the water release (immediately downstream) required for reducing drought events.Calc_TargetedRelease_V1Calculate the targeted water release for reducing drought events, taking into account both the required water release and the actual inflow into the dam.
- The following methods define the relevant components of a system of ODE equations (e.g. direct runoff):
Pic_Inflow_V1Update the inlet link sequence.Calc_WaterLevel_V1Determine the water level based on an artificial neural network describing the relationship between water level and water stage.Calc_ActualRelease_V1Calculate the actual water release that can be supplied by the dam considering the targeted release and the given water level.Calc_PossibleRemoteRelieve_V1Calculate the highest possible water release that can be routed to a remote location based on an artificial neural network describing the relationship between possible release and water stage.Calc_ActualRemoteRelieve_V1Calculate the actual amount of water released to a remote location to relieve the dam during high flow conditions.Calc_ActualRemoteRelease_V1Calculate the actual remote water release that can be supplied by the dam considering the required remote release and the given water level.Update_ActualRemoteRelease_V1Constrain the actual release (supply discharge) to a remote location.Update_ActualRemoteRelieve_V1Constrain the actual relieve discharge to a remote location.Calc_FloodDischarge_V1Calculate the discharge during and after a flood event based on anSeasonalANNdescribing the relationship(s) between discharge and water stage.Calc_Outflow_V1Calculate the total outflow of the dam.
- 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_WaterVolume_V3Update the actual water volume.
- The following “outlet update methods” are called in the given sequence at the end of each simulation step:
Pass_Outflow_V1Update the outlet link sequenceQ.Pass_ActualRemoteRelease_V1Update the outlet link sequenceS.Pass_ActualRemoteRelieve_V1Update the outlet link sequenceR.
- 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:
Fix_Min1_V1Apply functionsmooth_min1()without risking negative results.
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numconsts: hydpy.core.modeltools.NumConstsELS¶
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numvars: hydpy.core.modeltools.NumVarsELS¶
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class
hydpy.models.dam_v004.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 dam_v004.
- The following classes are selected:
WaterLevel()Water level [m].
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class
hydpy.models.dam_v004.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 dam_v004.
- The following classes are selected:
CatchmentArea()Size of the catchment draining into the dam [km²].WaterLevel2PossibleRemoteRelieve()Artificial neural network describing the relationship between water level and the highest possible water release used to relieve the dam during high flow conditions [-].RemoteRelieveTolerance()A tolerance value for the “possible remote relieve” [m³/s].NearDischargeMinimumThreshold()Discharge threshold of a cross section in the near of the dam that not be undercut by the actual discharge [m³/s].NearDischargeMinimumTolerance()A tolerance value for the “near discharge minimum” [m³/s].RestrictTargetedRelease()A flag indicating whether low flow variability has to be preserved or not [-].WaterLevelMinimumThreshold()The minimum operating water level of the dam [m].WaterLevelMinimumTolerance()A tolarance value for the minimum operating water level [m].WaterLevelMinimumRemoteThreshold()The minimum operating water level of the dam regarding remote water supply [m].WaterLevelMinimumRemoteTolerance()A tolarance value for the minimum operating water level regarding remote water supply [m].HighestRemoteDischarge()The highest possible discharge between two remote locations [m³/s].HighestRemoteTolerance()Smoothing parameter associated withHighestRemoteDischarge[m³/s].WaterVolume2WaterLevel()Artificial neural network describing the relationship between water level and water volume [-].WaterLevel2FloodDischarge()Artificial neural network describing the relationship between flood discharge and water volume [-].
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class
hydpy.models.dam_v004.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 dam_v004.
- The following classes are selected:
TOY()References thetimeofyearindex array provided by the instance of classIndexeravailable in modulepub. [-].Seconds()Length of the actual simulation step size in seconds [s].NearDischargeMinimumSmoothPar1()Smoothing parameter to be derived fromNearDischargeMinimumThresholdfor smoothing kernelsmooth_logistic1()[m³/s].WaterLevelMinimumSmoothPar()Smoothing parameter to be derived fromWaterLevelMinimumTolerancefor smoothing kernelsmooth_logistic1()[m].WaterLevelMinimumRemoteSmoothPar()Smoothing parameter to be derived fromWaterLevelMinimumRemoteTolerance[m].HighestRemoteSmoothPar()Smoothing parameter to be derived fromHighestRemoteTolerancefor smoothing kernelsmooth_min1()[m³/s].
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class
hydpy.models.dam_v004.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 dam_v004.
- The following classes are selected:
Inflow()Total inflow [m³/s].RequiredRemoteRelease()Water release considered appropriate to reduce drought events at cross sections far downstream to the desired degree [m³/s].AllowedRemoteRelieve()Allowed water release to relieve a dam during high flow conditions [m³/s].PossibleRemoteRelieve()Maximum possible water release to a remote location to relieve the dam during high flow conditions [m³/s].ActualRemoteRelieve()Actual water release to a remote location to relieve the dam during high flow conditions [m³/s].RequiredRelease()Required water release for reducing drought events downstream [m³/s].TargetedRelease()The targeted water release for reducing drought events downstream after taking both the required release and additional low flow regulations into account [m³/s].ActualRelease()Actual water release thought for reducing drought events downstream [m³/s].ActualRemoteRelease()Actual water release thought for arbitrary “remote” purposes [m³/s].FloodDischarge()Water release associated with flood events [m³/s].Outflow()Total outflow [m³/s].
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class
hydpy.models.dam_v004.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 dam_v004.
- The following classes are selected:
Q()Discharge [m³/s].
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class
hydpy.models.dam_v004.LogSequences(master: hydpy.core.sequencetools.Sequences, cls_fastaccess: Optional[Type[FastAccessType]] = None, cymodel: Optional[hydpy.core.typingtools.CyModelProtocol] = None)¶ Bases:
hydpy.core.sequencetools.ModelSequences[LogSequence,hydpy.core.variabletools.FastAccess]Log sequences of model dam_v004.
- The following classes are selected:
LoggedRequiredRemoteRelease()Logged required discharge values computed by another model [m3/s].LoggedAllowedRemoteRelieve()Logged allowed discharge values computed by another model [m3/s].
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class
hydpy.models.dam_v004.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 dam_v004.
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class
hydpy.models.dam_v004.ReceiverSequences(master: hydpy.core.sequencetools.Sequences, cls_fastaccess: Optional[Type[FastAccessType]] = None, cymodel: Optional[hydpy.core.typingtools.CyModelProtocol] = None)¶ Bases:
hydpy.core.sequencetools.LinkSequences[ReceiverSequence]Receiver sequences of model dam_v004.
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class
hydpy.models.dam_v004.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 dam_v004.
- The following classes are selected:
AbsErrorMax()Absolute numerical error tolerance [m3/s].RelErrorMax()Relative numerical error tolerance [1/T].RelDTMin()Smallest relative integration time step size allowed [-].RelDTMax()Largest relative integration time step size allowed [-].
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class
hydpy.models.dam_v004.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 dam_v004.
- The following classes are selected:
WaterVolume()Water volume [million m³].
