aboutsummaryrefslogtreecommitdiff
path: root/docs/reference/PEC_sw_exposit_runoff.html
blob: a3845ee321ad7b50133c88449efc61460f84965f (plain) (blame)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
142
143
144
145
146
147
148
149
150
151
152
153
154
155
156
157
158
159
160
161
162
163
164
165
166
167
168
169
170
171
172
173
174
175
176
177
178
179
180
181
182
183
184
185
186
187
188
189
190
191
192
193
194
195
196
197
198
199
200
201
202
<!DOCTYPE html>
<!-- Generated by pkgdown: do not edit by hand --><html lang="en"><head><meta http-equiv="Content-Type" content="text/html; charset=UTF-8"><meta charset="utf-8"><meta http-equiv="X-UA-Compatible" content="IE=edge"><meta name="viewport" content="width=device-width, initial-scale=1, shrink-to-fit=no"><meta name="description" content='This is a reimplementation of the calculation described in the Exposit 3.02 spreadsheet file,
in the worksheet "Konzept Runoff".'><title>Calculate PEC surface water due to runoff and erosion as in Exposit 3 — PEC_sw_exposit_runoff • pfm</title><script src="../deps/jquery-3.6.0/jquery-3.6.0.min.js"></script><meta name="viewport" content="width=device-width, initial-scale=1, shrink-to-fit=no"><link href="../deps/bootstrap-5.2.2/bootstrap.min.css" rel="stylesheet"><script src="../deps/bootstrap-5.2.2/bootstrap.bundle.min.js"></script><!-- Font Awesome icons --><link rel="stylesheet" href="https://cdnjs.cloudflare.com/ajax/libs/font-awesome/5.12.1/css/all.min.css" integrity="sha256-mmgLkCYLUQbXn0B1SRqzHar6dCnv9oZFPEC1g1cwlkk=" crossorigin="anonymous"><link rel="stylesheet" href="https://cdnjs.cloudflare.com/ajax/libs/font-awesome/5.12.1/css/v4-shims.min.css" integrity="sha256-wZjR52fzng1pJHwx4aV2AO3yyTOXrcDW7jBpJtTwVxw=" crossorigin="anonymous"><!-- bootstrap-toc --><script src="https://cdn.jsdelivr.net/gh/afeld/bootstrap-toc@v1.0.1/dist/bootstrap-toc.min.js" integrity="sha256-4veVQbu7//Lk5TSmc7YV48MxtMy98e26cf5MrgZYnwo=" crossorigin="anonymous"></script><!-- headroom.js --><script src="https://cdnjs.cloudflare.com/ajax/libs/headroom/0.11.0/headroom.min.js" integrity="sha256-AsUX4SJE1+yuDu5+mAVzJbuYNPHj/WroHuZ8Ir/CkE0=" crossorigin="anonymous"></script><script src="https://cdnjs.cloudflare.com/ajax/libs/headroom/0.11.0/jQuery.headroom.min.js" integrity="sha256-ZX/yNShbjqsohH1k95liqY9Gd8uOiE1S4vZc+9KQ1K4=" crossorigin="anonymous"></script><!-- clipboard.js --><script src="https://cdnjs.cloudflare.com/ajax/libs/clipboard.js/2.0.6/clipboard.min.js" integrity="sha256-inc5kl9MA1hkeYUt+EC3BhlIgyp/2jDIyBLS6k3UxPI=" crossorigin="anonymous"></script><!-- search --><script src="https://cdnjs.cloudflare.com/ajax/libs/fuse.js/6.4.6/fuse.js" integrity="sha512-zv6Ywkjyktsohkbp9bb45V6tEMoWhzFzXis+LrMehmJZZSys19Yxf1dopHx7WzIKxr5tK2dVcYmaCk2uqdjF4A==" crossorigin="anonymous"></script><script src="https://cdnjs.cloudflare.com/ajax/libs/autocomplete.js/0.38.0/autocomplete.jquery.min.js" integrity="sha512-GU9ayf+66Xx2TmpxqJpliWbT5PiGYxpaG8rfnBEk1LL8l1KGkRShhngwdXK1UgqhAzWpZHSiYPc09/NwDQIGyg==" crossorigin="anonymous"></script><script src="https://cdnjs.cloudflare.com/ajax/libs/mark.js/8.11.1/mark.min.js" integrity="sha512-5CYOlHXGh6QpOFA/TeTylKLWfB3ftPsde7AnmhuitiTX4K5SqCLBeKro6sPS8ilsz1Q4NRx3v8Ko2IBiszzdww==" crossorigin="anonymous"></script><!-- pkgdown --><script src="../pkgdown.js"></script><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 3.02 spreadsheet file,
in the worksheet "Konzept Runoff".'><!-- mathjax --><script src="https://cdnjs.cloudflare.com/ajax/libs/mathjax/2.7.5/MathJax.js" integrity="sha256-nvJJv9wWKEm88qvoQl9ekL2J+k/RWIsaSScxxlsrv8k=" crossorigin="anonymous"></script><script src="https://cdnjs.cloudflare.com/ajax/libs/mathjax/2.7.5/config/TeX-AMS-MML_HTMLorMML.js" integrity="sha256-84DKXVJXs0/F8OTMzX4UR909+jtl4G7SPypPavF+GfA=" crossorigin="anonymous"></script><!--[if lt IE 9]>
<script src="https://oss.maxcdn.com/html5shiv/3.7.3/html5shiv.min.js"></script>
<script src="https://oss.maxcdn.com/respond/1.4.2/respond.min.js"></script>
<![endif]--></head><body>
    <a href="#main" class="visually-hidden-focusable">Skip to contents</a>
    

    <nav class="navbar fixed-top navbar-light navbar-expand-lg bg-light"><div class="container">
    
    <a class="navbar-brand me-2" href="../index.html">pfm</a>

    <small class="nav-text text-muted me-auto" data-bs-toggle="tooltip" data-bs-placement="bottom" title="">0.6.0</small>

    
    <button class="navbar-toggler" type="button" data-bs-toggle="collapse" data-bs-target="#navbar" aria-controls="navbar" aria-expanded="false" aria-label="Toggle navigation">
      <span class="navbar-toggler-icon"></span>
    </button>

    <div id="navbar" class="collapse navbar-collapse ms-3">
      <ul class="navbar-nav me-auto"><li class="active nav-item">
  <a class="nav-link" href="../reference/index.html">Reference</a>
</li>
      </ul><form class="form-inline my-2 my-lg-0" role="search">
        <input type="search" class="form-control me-sm-2" aria-label="Toggle navigation" name="search-input" data-search-index="../search.json" id="search-input" placeholder="Search for" autocomplete="off"></form>

      <ul class="navbar-nav"><li class="nav-item">
  <a class="external-link nav-link" href="https://github.com/jranke/pfm/" aria-label="github">
    <span class="fab fa fab fa-github fa-lg"></span>
     
  </a>
</li>
      </ul></div>

    
  </div>
</nav><div class="container template-reference-topic">
<div class="row">
  <main id="main" class="col-md-9"><div class="page-header">
      <img src="" class="logo" alt=""><h1>Calculate PEC surface water due to runoff and erosion as in Exposit 3</h1>
      <small class="dont-index">Source: <a href="https://github.com/jranke/pfm/blob/HEAD/R/PEC_sw_exposit_runoff.R" class="external-link"><code>R/PEC_sw_exposit_runoff.R</code></a></small>
      <div class="d-none name"><code>PEC_sw_exposit_runoff.Rd</code></div>
    </div>

    <div class="ref-description section level2">
    <p>This is a reimplementation of the calculation described in the Exposit 3.02 spreadsheet file,
in the worksheet "Konzept Runoff".</p>
    </div>

    <div class="section level2">
    <h2 id="ref-usage">Usage<a class="anchor" aria-label="anchor" href="#ref-usage"></a></h2>
    <div class="sourceCode"><pre class="sourceCode r"><code><span><span class="fu">PEC_sw_exposit_runoff</span><span class="op">(</span></span>
<span>  <span class="va">rate</span>,</span>
<span>  interception <span class="op">=</span> <span class="fl">0</span>,</span>
<span>  <span class="va">Koc</span>,</span>
<span>  DT50 <span class="op">=</span> <span class="cn">Inf</span>,</span>
<span>  t_runoff <span class="op">=</span> <span class="fl">3</span>,</span>
<span>  exposit_reduction_version <span class="op">=</span> <span class="fu"><a href="https://rdrr.io/r/base/c.html" class="external-link">c</a></span><span class="op">(</span><span class="st">"3.02"</span>, <span class="st">"3.01a"</span>, <span class="st">"3.01a2"</span>, <span class="st">"2.0"</span><span class="op">)</span>,</span>
<span>  V_ditch <span class="op">=</span> <span class="fl">30</span>,</span>
<span>  V_event <span class="op">=</span> <span class="fl">100</span>,</span>
<span>  dilution <span class="op">=</span> <span class="fl">2</span></span>
<span><span class="op">)</span></span></code></pre></div>
    </div>

    <div class="section level2">
    <h2 id="source">Source<a class="anchor" aria-label="anchor" href="#source"></a></h2>
    <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" class="external-link">https://www.bvl.bund.de/DE/04_Pflanzenschutzmittel/03_Antragsteller/04_Zulassungsverfahren/07_Naturhaushalt/psm_naturhaush_node.html#doc1400590bodyText3</a></p>
    </div>
    <div class="section level2">
    <h2 id="arguments">Arguments<a class="anchor" aria-label="anchor" href="#arguments"></a></h2>
    <dl><dt>rate</dt>
<dd><p>The application rate in g/ha</p></dd>


<dt>interception</dt>
<dd><p>The fraction intercepted by the crop</p></dd>


<dt>Koc</dt>
<dd><p>The sorption coefficient to soil organic carbon</p></dd>


<dt>DT50</dt>
<dd><p>The soil half-life in days</p></dd>


<dt>t_runoff</dt>
<dd><p>The time between application and the runoff event, where degradation occurs, in days</p></dd>


<dt>exposit_reduction_version</dt>
<dd><p>The version of the reduction factors to be used. "3.02" is the current
version used in Germany, "3.01a" is the version with additional percentages for 3 m and 6 m buffer
zones used in Switzerland. "3.01a2" is a version introduced for consistency with previous calculations
performed for a 3 m buffer zone in Switzerland, with the same reduction being applied to the dissolved
and the bound fraction.</p></dd>


<dt>V_ditch</dt>
<dd><p>The volume of the ditch is assumed to be 1 m * 100 m * 30 cm = 30 m3</p></dd>


<dt>V_event</dt>
<dd><p>The unreduced runoff volume, equivalent to 10 mm precipitation on 1 ha</p></dd>


<dt>dilution</dt>
<dd><p>The dilution factor</p></dd>

</dl></div>
    <div class="section level2">
    <h2 id="value">Value<a class="anchor" aria-label="anchor" href="#value"></a></h2>
    

<p>A list containing the following components</p>
<p></p>
<dl><dt>perc_runoff</dt>
<dd><p>The runoff percentages for dissolved and bound substance</p></dd>

    <dt>runoff</dt>
<dd><p>A matrix containing dissolved and bound input for the different distances</p></dd>

    <dt>PEC_sw_runoff</dt>
<dd><p>A matrix containing PEC values for dissolved and bound substance
      for the different distances. If the rate was given in g/ha, the PECsw are in microg/L.</p></dd>

  
</dl></div>
    <div class="section level2">
    <h2 id="see-also">See also<a class="anchor" aria-label="anchor" href="#see-also"></a></h2>
    <div class="dont-index"><p><code><a href="perc_runoff_exposit.html">perc_runoff_exposit</a></code> for runoff loss percentages and <code><a href="perc_runoff_reduction_exposit.html">perc_runoff_reduction_exposit</a></code> for runoff reduction percentages used</p></div>
    </div>

    <div class="section level2">
    <h2 id="ref-examples">Examples<a class="anchor" aria-label="anchor" href="#ref-examples"></a></h2>
    <div class="sourceCode"><pre class="sourceCode r"><code><span class="r-in"><span>  <span class="fu">PEC_sw_exposit_runoff</span><span class="op">(</span><span class="fl">500</span>, Koc <span class="op">=</span> <span class="fl">150</span><span class="op">)</span></span></span>
<span class="r-out co"><span class="r-pr">#&gt;</span> $perc_runoff</span>
<span class="r-out co"><span class="r-pr">#&gt;</span> dissolved     bound </span>
<span class="r-out co"><span class="r-pr">#&gt;</span>     0.248     0.001 </span>
<span class="r-out co"><span class="r-pr">#&gt;</span> </span>
<span class="r-out co"><span class="r-pr">#&gt;</span> $runoff</span>
<span class="r-out co"><span class="r-pr">#&gt;</span>           dissolved   bound   total</span>
<span class="r-out co"><span class="r-pr">#&gt;</span> No buffer     1.240 0.00500 1.24500</span>
<span class="r-out co"><span class="r-pr">#&gt;</span> 5 m           0.744 0.00300 0.74700</span>
<span class="r-out co"><span class="r-pr">#&gt;</span> 10 m          0.496 0.00075 0.49675</span>
<span class="r-out co"><span class="r-pr">#&gt;</span> 20 m          0.248 0.00025 0.24825</span>
<span class="r-out co"><span class="r-pr">#&gt;</span> </span>
<span class="r-out co"><span class="r-pr">#&gt;</span> $PEC_sw_runoff</span>
<span class="r-out co"><span class="r-pr">#&gt;</span>           dissolved       bound    total</span>
<span class="r-out co"><span class="r-pr">#&gt;</span> No buffer  4.769231 0.019230769 4.788462</span>
<span class="r-out co"><span class="r-pr">#&gt;</span> 5 m        4.133333 0.016666667 4.150000</span>
<span class="r-out co"><span class="r-pr">#&gt;</span> 10 m       3.542857 0.005357143 3.548214</span>
<span class="r-out co"><span class="r-pr">#&gt;</span> 20 m       2.480000 0.002500000 2.482500</span>
<span class="r-out co"><span class="r-pr">#&gt;</span> </span>
<span class="r-in"><span>  <span class="fu">PEC_sw_exposit_runoff</span><span class="op">(</span><span class="fl">600</span>, Koc <span class="op">=</span> <span class="fl">10000</span>, DT50 <span class="op">=</span> <span class="fl">195</span>, exposit <span class="op">=</span> <span class="st">"3.01a"</span><span class="op">)</span></span></span>
<span class="r-out co"><span class="r-pr">#&gt;</span> $perc_runoff</span>
<span class="r-out co"><span class="r-pr">#&gt;</span> dissolved     bound </span>
<span class="r-out co"><span class="r-pr">#&gt;</span>     0.037     0.159 </span>
<span class="r-out co"><span class="r-pr">#&gt;</span> </span>
<span class="r-out co"><span class="r-pr">#&gt;</span> $runoff</span>
<span class="r-out co"><span class="r-pr">#&gt;</span>            dissolved      bound      total</span>
<span class="r-out co"><span class="r-pr">#&gt;</span> No buffer 0.21964521 0.94388078 1.16352600</span>
<span class="r-out co"><span class="r-pr">#&gt;</span> 3 m       0.16473391 0.66071655 0.82545046</span>
<span class="r-out co"><span class="r-pr">#&gt;</span> 5 m       0.13178713 0.56632847 0.69811560</span>
<span class="r-out co"><span class="r-pr">#&gt;</span> 6 m       0.12080487 0.42474635 0.54555122</span>
<span class="r-out co"><span class="r-pr">#&gt;</span> 10 m      0.08785809 0.14158212 0.22944020</span>
<span class="r-out co"><span class="r-pr">#&gt;</span> 20 m      0.04392904 0.04719404 0.09112308</span>
<span class="r-out co"><span class="r-pr">#&gt;</span> </span>
<span class="r-out co"><span class="r-pr">#&gt;</span> $PEC_sw_runoff</span>
<span class="r-out co"><span class="r-pr">#&gt;</span>           dissolved     bound     total</span>
<span class="r-out co"><span class="r-pr">#&gt;</span> No buffer 0.8447893 3.6303107 4.4751000</span>
<span class="r-out co"><span class="r-pr">#&gt;</span> 3 m       0.7844472 3.1462693 3.9307165</span>
<span class="r-out co"><span class="r-pr">#&gt;</span> 5 m       0.7321507 3.1462693 3.8784200</span>
<span class="r-out co"><span class="r-pr">#&gt;</span> 6 m       0.7106169 2.4985080 3.2091248</span>
<span class="r-out co"><span class="r-pr">#&gt;</span> 10 m      0.6275578 1.0113008 1.6388586</span>
<span class="r-out co"><span class="r-pr">#&gt;</span> 20 m      0.4392904 0.4719404 0.9112308</span>
<span class="r-out co"><span class="r-pr">#&gt;</span> </span>
</code></pre></div>
    </div>
  </main><aside class="col-md-3"><nav id="toc"><h2>On this page</h2>
    </nav></aside></div>


    <footer><div class="pkgdown-footer-left">
  <p></p><p>Developed by Johannes Ranke.</p>
</div>

<div class="pkgdown-footer-right">
  <p></p><p>Site built with <a href="https://pkgdown.r-lib.org/" class="external-link">pkgdown</a> 2.0.7.</p>
</div>

    </footer></div>

  

  

  </body></html>

Contact - Imprint