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Jingru923 committed Jun 20, 2024
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32 changes: 16 additions & 16 deletions concept/allocation.html
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Expand Up @@ -588,7 +588,7 @@ <h2 data-number="4.3" class="anchored" data-anchor-id="the-optimization-constrai
<section id="example" class="level2" data-number="4.4">
<h2 data-number="4.4" class="anchored" data-anchor-id="example"><span class="header-section-number">4.4</span> Example</h2>
<p>The following is an example of an optimization problem for the example shown <a href="../guide/examples.html#model-with-allocation-user-demand">here</a>:</p>
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<div class="sourceCode cell-code" id="cb1"><pre class="sourceCode julia code-with-copy"><code class="sourceCode julia"><span id="cb1-1"><a href="#cb1-1" aria-hidden="true" tabindex="-1"></a><span class="im">using</span> <span class="bu">Ribasim</span></span>
Expand All @@ -615,36 +615,36 @@ <h2 data-number="4.4" class="anchored" data-anchor-id="example"><span class="hea
Subject to
source[(FlowBoundary #1, Basin #2)] : F[(FlowBoundary #1, Basin #2)] ≤ 172800
source_user[UserDemand #6] : F[(UserDemand #6, Basin #5)] ≤ 0
source_user[UserDemand #3] : F[(UserDemand #3, Basin #2)] ≤ 0
source_user[UserDemand #13] : F[(UserDemand #13, Terminal #10)] ≤ 0
source_user[UserDemand #3] : F[(UserDemand #3, Basin #2)] ≤ 0
fractional_flow[(TabulatedRatingCurve #7, FractionalFlow #8)] : -0.6 F[(Basin #5, TabulatedRatingCurve #7)] + F[(TabulatedRatingCurve #7, FractionalFlow #8)] ≤ 0
fractional_flow[(TabulatedRatingCurve #7, FractionalFlow #9)] : F[(TabulatedRatingCurve #7, FractionalFlow #9)] - 0.4 F[(Basin #5, TabulatedRatingCurve #7)] ≤ 0
fractional_flow[(TabulatedRatingCurve #7, FractionalFlow #9)] : -0.4 F[(Basin #5, TabulatedRatingCurve #7)] + F[(TabulatedRatingCurve #7, FractionalFlow #9)] ≤ 0
flow_buffer_outflow[TabulatedRatingCurve #7] : F_flow_buffer_out[TabulatedRatingCurve #7] ≤ 0
F[(Basin #5, TabulatedRatingCurve #7)] ≥ 0
F[(LinearResistance #4, Basin #5)] ≥ 0
F[(Basin #5, LinearResistance #4)] ≥ 0
F[(UserDemand #3, Basin #2)] ≥ 0
F[(Basin #5, UserDemand #6)] ≥ 0
F[(FractionalFlow #8, Terminal #10)] ≥ 0
F[(FractionalFlow #9, Basin #12)] ≥ 0
F[(UserDemand #13, Terminal #10)] ≥ 0
F[(TabulatedRatingCurve #7, FractionalFlow #9)] ≥ 0
F[(Basin #2, LinearResistance #4)] ≥ 0
F[(LinearResistance #4, Basin #2)] ≥ 0
F[(Basin #5, UserDemand #6)] ≥ 0
F[(Basin #2, UserDemand #3)] ≥ 0
F[(FractionalFlow #8, Terminal #10)] ≥ 0
F[(UserDemand #6, Basin #5)] ≥ 0
F[(FlowBoundary #1, Basin #2)] ≥ 0
F[(Basin #5, TabulatedRatingCurve #7)] ≥ 0
F[(TabulatedRatingCurve #7, FractionalFlow #8)] ≥ 0
F[(Basin #12, UserDemand #13)] ≥ 0
F[(UserDemand #13, Terminal #10)] ≥ 0
F[(FractionalFlow #9, Basin #12)] ≥ 0
F[(TabulatedRatingCurve #7, FractionalFlow #9)] ≥ 0
F[(FlowBoundary #1, Basin #2)] ≥ 0
F[(UserDemand #3, Basin #2)] ≥ 0
F_flow_buffer_in[TabulatedRatingCurve #7] ≥ 0
F_flow_buffer_out[TabulatedRatingCurve #7] ≥ 0
flow_conservation[Basin #2] : F[(UserDemand #3, Basin #2)] - F[(Basin #2, LinearResistance #4)] + F[(LinearResistance #4, Basin #2)] - F[(Basin #2, UserDemand #3)] + F[(FlowBoundary #1, Basin #2)] = 0
flow_conservation[TabulatedRatingCurve #7] : -F[(TabulatedRatingCurve #7, FractionalFlow #9)] + F[(Basin #5, TabulatedRatingCurve #7)] - F[(TabulatedRatingCurve #7, FractionalFlow #8)] - F_flow_buffer_in[TabulatedRatingCurve #7] + F_flow_buffer_out[TabulatedRatingCurve #7] = 0
flow_conservation[Basin #12] : F[(FractionalFlow #9, Basin #12)] - F[(Basin #12, UserDemand #13)] = 0
flow_conservation[FractionalFlow #9] : -F[(FractionalFlow #9, Basin #12)] + F[(TabulatedRatingCurve #7, FractionalFlow #9)] = 0
flow_conservation[TabulatedRatingCurve #7] : F[(Basin #5, TabulatedRatingCurve #7)] - F[(TabulatedRatingCurve #7, FractionalFlow #8)] - F[(TabulatedRatingCurve #7, FractionalFlow #9)] - F_flow_buffer_in[TabulatedRatingCurve #7] + F_flow_buffer_out[TabulatedRatingCurve #7] = 0
flow_conservation[LinearResistance #4] : -F[(LinearResistance #4, Basin #5)] + F[(Basin #5, LinearResistance #4)] + F[(Basin #2, LinearResistance #4)] - F[(LinearResistance #4, Basin #2)] = 0
flow_conservation[Basin #5] : F[(LinearResistance #4, Basin #5)] - F[(Basin #5, LinearResistance #4)] - F[(Basin #5, UserDemand #6)] + F[(UserDemand #6, Basin #5)] - F[(Basin #5, TabulatedRatingCurve #7)] = 0
flow_conservation[FractionalFlow #8] : -F[(FractionalFlow #8, Terminal #10)] + F[(TabulatedRatingCurve #7, FractionalFlow #8)] = 0
flow_conservation[Basin #5] : -F[(Basin #5, TabulatedRatingCurve #7)] + F[(LinearResistance #4, Basin #5)] - F[(Basin #5, LinearResistance #4)] - F[(Basin #5, UserDemand #6)] + F[(UserDemand #6, Basin #5)] = 0
flow_conservation[FractionalFlow #9] : -F[(FractionalFlow #9, Basin #12)] + F[(TabulatedRatingCurve #7, FractionalFlow #9)] = 0
flow_conservation[Basin #2] : -F[(Basin #2, LinearResistance #4)] + F[(LinearResistance #4, Basin #2)] - F[(Basin #2, UserDemand #3)] + F[(FlowBoundary #1, Basin #2)] + F[(UserDemand #3, Basin #2)] = 0
flow_conservation[Basin #12] : -F[(Basin #12, UserDemand #13)] + F[(FractionalFlow #9, Basin #12)] = 0
flow_conservation[Terminal #10] : F[(FractionalFlow #8, Terminal #10)] + F[(UserDemand #13, Terminal #10)] = 0
</code></pre>
</div>
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2 changes: 1 addition & 1 deletion reference/node/basin.html
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Expand Up @@ -832,7 +832,7 @@ <h2 data-number="2.1" class="anchored" data-anchor-id="sec-reduction_factor"><sp
\end{cases}
\end{align}\]</span></p>
<p>Here <span class="math inline">\(p &gt; 0\)</span> is the threshold value which determines the interval <span class="math inline">\([0,p]\)</span> of the smooth transition between <span class="math inline">\(0\)</span> and <span class="math inline">\(1\)</span>, see the plot below.</p>
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<div class="sourceCode cell-code" id="cb1"><pre class="sourceCode python code-with-copy"><code class="sourceCode python"><span id="cb1-1"><a href="#cb1-1" aria-hidden="true" tabindex="-1"></a><span class="im">import</span> numpy <span class="im">as</span> np</span>
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2 changes: 1 addition & 1 deletion reference/test-models.html
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Expand Up @@ -343,7 +343,7 @@ <h1 class="title">Test models</h1>


<p>Ribasim developers use the following models in their testbench and in order to test new features.</p>
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<div class="sourceCode cell-code" id="cb1"><pre class="sourceCode python code-with-copy"><code class="sourceCode python"><span id="cb1-1"><a href="#cb1-1" aria-hidden="true" tabindex="-1"></a><span class="im">import</span> ribasim_testmodels</span>
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6 changes: 3 additions & 3 deletions reference/validation.html
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Expand Up @@ -353,7 +353,7 @@ <h1 class="title">Validation</h1>
<section id="connectivity" class="level1" data-number="1">
<h1 data-number="1"><span class="header-section-number">1</span> Connectivity</h1>
<p>In the table below, each column shows which node types are allowed to be downstream (or ‘down-control’) of the node type at the top of the column.</p>
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<div class="sourceCode cell-code" id="cb1"><pre class="sourceCode julia code-with-copy"><code class="sourceCode julia"><span id="cb1-1"><a href="#cb1-1" aria-hidden="true" tabindex="-1"></a><span class="im">using</span> <span class="bu">Ribasim</span></span>
Expand Down Expand Up @@ -703,7 +703,7 @@ <h1 data-number="1"><span class="header-section-number">1</span> Connectivity</h
<section id="neighbor-amounts" class="level1" data-number="2">
<h1 data-number="2"><span class="header-section-number">2</span> Neighbor amounts</h1>
<p>The table below shows for each node type between which bounds the amount of in- and outneighbors must be, for both flow and control edges.</p>
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<div class="sourceCode cell-code" id="cb2"><pre class="sourceCode julia code-with-copy"><code class="sourceCode julia"><span id="cb2-1"><a href="#cb2-1" aria-hidden="true" tabindex="-1"></a>flow_in_min <span class="op">=</span> <span class="fu">Vector</span><span class="dt">{String}</span>()</span>
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<td>1</td>
<td>1</td>
<td>1</td>
<td></td>
<td>1</td>
<td>0</td>
<td>1</td>
<td>0</td>
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