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author | Johannes Ranke <jranke@uni-bremen.de> | 2019-02-19 12:27:00 +0100 |
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committer | Johannes Ranke <jranke@uni-bremen.de> | 2019-02-19 12:27:00 +0100 |
commit | 72c56f4246966c1bea627f601cf3cc457734f023 (patch) | |
tree | 7e08e8440129cda3ea8280a6c6934618d93a1594 /docs/reference/PEC_sw_exposit_runoff.html | |
parent | e5a077e28153f6494c99d6945b8b1bd239464609 (diff) |
Add German drainage calculations using Exposit 3.02
Diffstat (limited to 'docs/reference/PEC_sw_exposit_runoff.html')
-rw-r--r-- | docs/reference/PEC_sw_exposit_runoff.html | 26 |
1 files changed, 17 insertions, 9 deletions
diff --git a/docs/reference/PEC_sw_exposit_runoff.html b/docs/reference/PEC_sw_exposit_runoff.html index f86ad1e..3d7097a 100644 --- a/docs/reference/PEC_sw_exposit_runoff.html +++ b/docs/reference/PEC_sw_exposit_runoff.html @@ -32,8 +32,8 @@ <meta property="og:title" content="Calculate PEC surface water due to runoff and erosion as in Exposit 3 — PEC_sw_exposit_runoff" /> -<meta property="og:description" content="This is a reimplementation of the calculation described in the Exposit 3.01 spreadsheet file, -in the worksheet "Konzept Runoff". Calculation of sediment PEC values is not implemented." /> +<meta property="og:description" content="This is a reimplementation of the calculation described in the Exposit 3.02 spreadsheet file, +in the worksheet "Konzept Runoff"." /> <meta name="twitter:card" content="summary" /> @@ -107,14 +107,14 @@ in the worksheet "Konzept Runoff". Calculation of sediment PEC values <div class="ref-description"> - <p>This is a reimplementation of the calculation described in the Exposit 3.01 spreadsheet file, -in the worksheet "Konzept Runoff". Calculation of sediment PEC values is not implemented.</p> + <p>This is a reimplementation of the calculation described in the Exposit 3.02 spreadsheet file, +in the worksheet "Konzept Runoff".</p> </div> - <pre class="usage"><span class='fu'>PEC_sw_exposit_runoff</span>(<span class='no'>rate</span>, <span class='no'>Koc</span>, <span class='kw'>DT50</span> <span class='kw'>=</span> <span class='fl'>Inf</span>, <span class='kw'>t_runoff</span> <span class='kw'>=</span> <span class='fl'>3</span>, - <span class='kw'>exposit_reduction_version</span> <span class='kw'>=</span> <span class='fu'><a href='https://www.rdocumentation.org/packages/base/topics/c'>c</a></span>(<span class='st'>"3.01"</span>, <span class='st'>"2.0"</span>), <span class='kw'>V_ditch</span> <span class='kw'>=</span> <span class='fl'>30</span>, - <span class='kw'>V_event</span> <span class='kw'>=</span> <span class='fl'>100</span>)</pre> + <pre class="usage"><span class='fu'>PEC_sw_exposit_runoff</span>(<span class='no'>rate</span>, <span class='kw'>interception</span> <span class='kw'>=</span> <span class='fl'>0</span>, <span class='no'>Koc</span>, <span class='kw'>DT50</span> <span class='kw'>=</span> <span class='fl'>Inf</span>, + <span class='kw'>t_runoff</span> <span class='kw'>=</span> <span class='fl'>3</span>, <span class='kw'>exposit_reduction_version</span> <span class='kw'>=</span> <span class='fu'><a href='https://www.rdocumentation.org/packages/base/topics/c'>c</a></span>(<span class='st'>"3.02"</span>, <span class='st'>"2.0"</span>), + <span class='kw'>V_ditch</span> <span class='kw'>=</span> <span class='fl'>30</span>, <span class='kw'>V_event</span> <span class='kw'>=</span> <span class='fl'>100</span>, <span class='kw'>dilution</span> <span class='kw'>=</span> <span class='fl'>2</span>)</pre> <h2 class="hasAnchor" id="arguments"><a class="anchor" href="#arguments"></a>Arguments</h2> <table class="ref-arguments"> @@ -124,6 +124,10 @@ in the worksheet "Konzept Runoff". Calculation of sediment PEC values is not imp <td><p>The application rate in g/ha</p></td> </tr> <tr> + <th>interception</th> + <td><p>The fraction intercepted by the crop</p></td> + </tr> + <tr> <th>Koc</th> <td><p>The sorption coefficient to soil organic carbon</p></td> </tr> @@ -147,11 +151,15 @@ in the worksheet "Konzept Runoff". Calculation of sediment PEC values is not imp <th>V_event</th> <td><p>The unreduced runoff volume, equivalent to 10 mm precipitation on 1 ha</p></td> </tr> + <tr> + <th>dilution</th> + <td><p>The dilution factor</p></td> + </tr> </table> <h2 class="hasAnchor" id="source"><a class="anchor" href="#source"></a>Source</h2> - <p>Excel 3.01 spreadsheet available from + <p>Excel 3.02 spreadsheet available from <a href='https://www.bvl.bund.de/DE/04_Pflanzenschutzmittel/03_Antragsteller/04_Zulassungsverfahren/07_Naturhaushalt/psm_naturhaush_node.html#doc1400590bodyText3'>https://www.bvl.bund.de/DE/04_Pflanzenschutzmittel/03_Antragsteller/04_Zulassungsverfahren/07_Naturhaushalt/psm_naturhaush_node.html#doc1400590bodyText3</a></p> <h2 class="hasAnchor" id="value"><a class="anchor" href="#value"></a>Value</h2> @@ -170,7 +178,7 @@ in the worksheet "Konzept Runoff". Calculation of sediment PEC values is not imp <h2 class="hasAnchor" id="examples"><a class="anchor" href="#examples"></a>Examples</h2> - <pre class="examples"><div class='input'> <span class='fu'>PEC_sw_exposit_runoff</span>(<span class='fl'>500</span>, <span class='fl'>150</span>)</div><div class='output co'>#> $perc_runoff + <pre class="examples"><div class='input'> <span class='fu'>PEC_sw_exposit_runoff</span>(<span class='fl'>500</span>, <span class='kw'>Koc</span> <span class='kw'>=</span> <span class='fl'>150</span>)</div><div class='output co'>#> $perc_runoff #> dissolved bound #> 0.248 0.001 #> |