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| − | <h1>COSH-Tool</h1>
| + | Developed by: SINTEF Energy Research |
| − | <p>Developed by: SINTEF Energy Research</p>
| + | Date: 27-11-2018 |
| − | <p>Date: 27-11-2018</p>
| + | Type: Tool (computer model) |
| − | <p>Type: Tool (computer model)</p>
| + | Suitable for environmental flow (hydropeaking) mitigation measure in all phases (planning, implementation, maintenance) |
| − | <p>Suitable for environmental flow (hydropeaking) mitigation measure in all phases (planning, implementation, maintenance)</p>
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| − | <p><strong>Introduction: </strong></p>
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| − | <p>COSH-Tool is a software written in <a href="https://www.python.org/">Python </a>used for quantifying fluctuations in water level and discharge which may occur in rivers subjected to hydropeaking. COSH-Tool was developed at SINTEF Energy as a part of the <a href="http://www.cedren.no/english/Home">CEDREN</a> EnviPeak project (Norwegian Research Council, Grant number 193818) with the aim of providing characteristics of hydropeaking events in regulated rivers in order to classify the hydropeaking regimes of rivers.</p>
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| − | <p>The tool enables the analysis of long time series of water level or discharge by applying an automated processing to the time series. It provides a set of indicators that characterize fluctuations of water level and discharge in rivers and lakes/reservoirs.</p>
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| − | <p>Figure 1.The river Lundesokna in Norway downstream a peaking hydropower plant. COSH-Tool can be used to asses many aspects of peaking operations</p>
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| − | <p><strong>Application:</strong></p>
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| − | <p>COSH-Tool can be applied to any water level or discharge time series provided by measurements (field work) or simulation (numerical modelling). The analysis of the time series with COSH-Tool does not require any coding from the user and is executed through an interface.</p>
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| − | <p><u>Input files: </u></p>
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| − | <p>The input file is a water level or discharge time series. COSH-Tool handles time series with typical time step ranging from minute to hour.</p>
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| − | <p><u>Output files: </u></p>
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| − | <p>COSH-Tool computes a set of parameters that characterise water level and discharge fluctuations. The parameters can be classified in three categories: 1) magnitude of the variations; 2) timing and rapidity; and 3) frequency. The parameters are listed in Table 1.</p>
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| − | <p>Table 1. List of parameters computed by COSH-Tool</p>
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| − | <table>
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| − | <tbody>
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| − | <tr>
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| − | <td width="108"> </td>
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| − | <td width="385">
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| − | <p><strong>Parameter</strong></p>
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| − | </td>
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| − | <td width="71">
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| − | <p><strong>Unit</strong></p>
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| − | </td>
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| − | </tr>
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| − | <tr>
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| − | <td width="108">
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| − | <p><strong>Magnitude</strong></p>
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| − | </td>
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| − | <td width="385">
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| − | <p>Flow</p>
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| − | </td>
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| − | <td width="71">
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| − | <p>m<sup>3</sup>/s</p>
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| − | </td>
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| − | </tr>
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| − | <tr>
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| − | <td width="108"> </td>
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| − | <td width="385">
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| − | <p>Stage</p>
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| − | </td>
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| − | <td width="71">
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| − | <p>m</p>
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| − | </td>
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| − | </tr>
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| − | <tr>
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| − | <td width="108"> </td>
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| − | <td width="385">
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| − | <p>Flow maximum/minimum of a flow increase</p>
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| − | </td>
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| − | <td width="71">
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| − | <p>m<sup>3</sup>/s</p>
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| − | </td>
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| − | </tr>
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| − | <tr>
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| − | <td width="108"> </td>
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| − | <td width="385">
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| − | <p>Flow maximum/minimum of a flow decrease</p>
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| − | </td>
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| − | <td width="71">
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| − | <p>m<sup>3</sup>/s</p>
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| − | </td>
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| − | </tr>
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| − | <tr>
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| − | <td width="108"> </td>
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| − | <td width="385">
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| − | <p>Stage maximum/minimum of a flow increase</p>
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| − | </td>
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| − | <td width="71">
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| − | <p>m</p>
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| − | </td>
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| − | </tr>
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| − | <tr>
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| − | <td width="108"> </td>
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| − | <td width="385">
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| − | <p>Stage maximum/minimum of a flow decrease</p>
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| − | </td>
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| − | <td width="71">
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| − | <p>m</p>
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| − | </td>
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| − | </tr>
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| − | <tr>
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| − | <td width="108"> </td>
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| − | <td width="385">
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| − | <p>Flow ratio of a flow increase/decrease</p>
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| − | </td>
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| − | <td width="71">
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| − | <p>-</p>
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| − | </td>
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| − | </tr>
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| − | <tr>
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| − | <td width="108">
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| − | <p><strong>Scale of time</strong></p>
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| − | </td>
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| − | <td width="385">
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| − | <p>Mean rate of flow increase/decrease</p>
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| − | </td>
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| − | <td width="71">
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| − | <p>m<sup>3</sup>/(s*h)</p>
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| − | </td>
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| − | </tr>
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| − | <tr>
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| − | <td width="108"> </td>
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| − | <td width="385">
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| − | <p>Mean rate of stage increase/decrease</p>
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| − | </td>
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| − | <td width="71">
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| − | <p>cm/h</p>
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| − | </td>
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| − | </tr>
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| − | <tr>
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| − | <td width="108"> </td>
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| − | <td width="385">
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| − | <p>Maximal rate of flow increase/decrease</p>
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| − | </td>
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| − | <td width="71">
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| − | <p>m<sup>3</sup>/(s*h)</p>
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| − | </td>
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| − | </tr>
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| − | <tr>
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| − | <td width="108"> </td>
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| − | <td width="385">
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| − | <p>Maximal rate of stage increase/decrease</p>
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| − | </td>
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| − | <td width="71">
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| − | <p>cm/h</p>
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| − | </td>
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| − | </tr>
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| − | <tr>
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| − | <td width="108"> </td>
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| − | <td width="385">
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| − | <p>Time of the start/end of a flow increase</p>
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| − | </td>
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| − | <td width="71">
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| − | <p>hh:mm</p>
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| − | </td>
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| − | </tr>
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| − | <tr>
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| − | <td width="108"> </td>
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| − | <td width="385">
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| − | <p>Time of the start/end of a flow decrease</p>
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| − | </td>
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| − | <td width="71">
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| − | <p>hh:mm</p>
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| − | </td>
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| − | </tr>
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| − | <tr>
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| − | <td width="108"> </td>
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| − | <td width="385">
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| − | <p>Duration between a flow increase and a flow decrease</p>
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| − | </td>
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| − | <td width="71">
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| − | <p>min</p>
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| − | </td>
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| − | </tr>
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| − | <tr>
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| − | <td width="108"> </td>
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| − | <td width="385">
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| − | <p>Duration between a flow decrease and a flow increase</p>
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| − | </td>
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| − | <td width="71">
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| − | <p>min</p>
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| − | </td>
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| − | </tr>
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| − | <tr>
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| − | <td width="108">
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| − | <p><strong>Frequency</strong></p>
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| − | </td>
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| − | <td width="385">
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| − | <p>Count of flow increases/decreases per year</p>
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| − | </td>
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| − | <td width="71">
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| − | <p>-</p>
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| − | </td>
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| − | </tr>
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| − | <tr>
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| − | <td width="108"> </td>
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| − | <td width="385">
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| − | <p>Portion of days with <em>n</em> flow increases/decreases per day</p>
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| − | </td>
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| − | <td width="71">
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| − | <p>-</p>
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| − | </td>
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| − | </tr>
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| − | <tr>
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| − | <td width="108"> </td>
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| − | <td width="385">
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| − | <p>Portion of flow increases/decreases during daylight, twilight, darkness</p>
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| − | </td>
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| − | <td width="71">
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| − | <p>-</p>
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| − | </td>
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| − | </tr>
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| − | </tbody>
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| − | </table>
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| − | <p>The output from COSH-Tool consists in a table with statistics of the magnitude and timing parameters (category 1 and 2) and a set of graphs of corresponding graphs. Statistics are min, max, mean, median, standard deviation and percentiles. They can be computed for the entire time series, as well as on a monthly, seasonal and yearly basis. Statistics are also displayed in the form of box plots.</p>
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| − | <p>COSH-Tool provides also values and graphs for all frequency parameters (category 3), namely distribution of peaks through the day (Figure 2), number of peaks per day for each year of the time series (Figure 3), and total number of peak events per year.</p>
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| − | <p>Additionally, the light conditions (day, twilight, darkness) at the time of the occurrence of the peaks can be computed. A graph provides the proportion of peaks occurring at the different types of light conditions per month (Figure 4).</p>
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| − | <p>Figure 2. Distribution of peaks events though the day.</p>
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| − | <p>Figure 3. Number of peak events per day for each year of the time series.</p>
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| − | <p>Figure 4. Distribution of peak events (decreasing events) per month and according to light conditions</p>
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| − | <p><strong>Other information:</strong></p>
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| − | <p>The COSH-Tool is free of use after agreement with SINTEF Energy Research.</p>
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| − | <p><strong>References:</strong></p>
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| − | <p>Sauterleute J. and Charmasson J. 2014. A computational tool for the characterisation of rapid fluctuations in flow and stage in rivers caused by hydropeaking. <em>Environmental Modelling & Software</em><strong>55</strong>:266-278.</p>
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| − | <p>Charmasson, J. 2016. COSH-Tool, a computational tool for the characterization of rapid fluctuations in flow and stage in rivers caused by hydropeaking. <em>Proceedings of 11th International Symposium on Ecohydraulics, Melbourne, Australia.</em></p>
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| − | <p>Caetano, L., Pinheiro, A. and Boavida, I. 2018. Analysis of the effects of a hydropower plant in the downstream fish habitat. COSH-tool application. <em>Proceedings of 12th International Symposium on Ecohydraulics, Tokyo, Japan.</em></p>
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| − | <p><strong>Contact information:</strong></p>
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| − | <p>Julie.charmasson@sintef.no</p>
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