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Diffstat (limited to 'docs/reference/PEC_sw_exposit_drainage.html')
| -rw-r--r-- | docs/reference/PEC_sw_exposit_drainage.html | 25 |
1 files changed, 16 insertions, 9 deletions
diff --git a/docs/reference/PEC_sw_exposit_drainage.html b/docs/reference/PEC_sw_exposit_drainage.html index a2dab7e..ebcf7d1 100644 --- a/docs/reference/PEC_sw_exposit_drainage.html +++ b/docs/reference/PEC_sw_exposit_drainage.html @@ -1,17 +1,21 @@ <!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"><title>Calculate PEC surface water due to drainage as in Exposit 3 — PEC_sw_exposit_drainage • 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-5.3.1/bootstrap.min.css" rel="stylesheet"><script src="../deps/bootstrap-5.3.1/bootstrap.bundle.min.js"></script><!-- pkgdown --><script src="../pkgdown.js"></script><meta property="og:title" content="Calculate PEC surface water due to drainage as in Exposit 3 — PEC_sw_exposit_drainage"><meta name="description" content='This is a reimplementation of the calculation described in the Exposit 3.02 spreadsheet file, +<!-- 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"><title>Calculate PEC surface water due to drainage as in Exposit 3 — PEC_sw_exposit_drainage • 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-5.3.1/bootstrap.min.css" rel="stylesheet"><script src="../deps/bootstrap-5.3.1/bootstrap.bundle.min.js"></script><link href="../deps/font-awesome-6.4.2/css/all.min.css" rel="stylesheet"><link href="../deps/font-awesome-6.4.2/css/v4-shims.min.css" rel="stylesheet"><script src="../deps/headroom-0.11.0/headroom.min.js"></script><script src="../deps/headroom-0.11.0/jQuery.headroom.min.js"></script><script src="../deps/bootstrap-toc-1.0.1/bootstrap-toc.min.js"></script><script src="../deps/clipboard.js-2.0.11/clipboard.min.js"></script><script src="../deps/search-1.0.0/autocomplete.jquery.min.js"></script><script src="../deps/search-1.0.0/fuse.min.js"></script><script src="../deps/search-1.0.0/mark.min.js"></script><!-- pkgdown --><script src="../pkgdown.js"></script><meta property="og:title" content="Calculate PEC surface water due to drainage as in Exposit 3 — PEC_sw_exposit_drainage"><meta name="description" content='This is a reimplementation of the calculation described in the Exposit 3.02 spreadsheet file, in the worksheet "Konzept Drainage". Although there are four groups of compounds ("Gefährdungsgruppen"), only one distinction is made in the calculations, between compounds with low mobility (group 1) and compounds with modest to high mobility (groups 2, 3 and 4). In this implementation, the group is derived only from the Koc, if not given explicitly. For -details, see the discussion of the function arguments below.'><meta property="og:description" content='This is a reimplementation of the calculation described in the Exposit 3.02 spreadsheet file, +details, see the discussion of the function arguments below. +It is recommened to specify the arguments rate, Koc, DT50, t_drainage, +V_ditch and V_drainage using units::units from the units package.'><meta property="og:description" content='This is a reimplementation of the calculation described in the Exposit 3.02 spreadsheet file, in the worksheet "Konzept Drainage". Although there are four groups of compounds ("Gefährdungsgruppen"), only one distinction is made in the calculations, between compounds with low mobility (group 1) and compounds with modest to high mobility (groups 2, 3 and 4). In this implementation, the group is derived only from the Koc, if not given explicitly. For -details, see the discussion of the function arguments below.'></head><body> +details, see the discussion of the function arguments below. +It is recommened to specify the arguments rate, Koc, DT50, t_drainage, +V_ditch and V_drainage using units::units from the units package.'></head><body> <a href="#main" class="visually-hidden-focusable">Skip to contents</a> @@ -19,7 +23,7 @@ details, see the discussion of the function arguments below.'></head><body> <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="">0.6.3</small> + <small class="nav-text text-muted me-auto" data-bs-toggle="tooltip" data-bs-placement="bottom" title="">0.6.4</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"> @@ -52,7 +56,9 @@ compounds ("Gefährdungsgruppen"), only one distinction is made in the calculations, between compounds with low mobility (group 1) and compounds with modest to high mobility (groups 2, 3 and 4). In this implementation, the group is derived only from the Koc, if not given explicitly. For -details, see the discussion of the function arguments below.</p> +details, see the discussion of the function arguments below. +It is recommened to specify the arguments <code>rate</code>, <code>Koc</code>, <code>DT50</code>, <code>t_drainage</code>, +<code>V_ditch</code> and <code>V_drainage</code> using <a href="https://r-quantities.github.io/units/reference/units.html" class="external-link">units::units</a> from the <code>units</code> package.</p> </div> <div class="section level2"> @@ -62,10 +68,10 @@ details, see the discussion of the function arguments below.</p> <span> interception <span class="op">=</span> <span class="fl">0</span>,</span> <span> Koc <span class="op">=</span> <span class="cn">NA</span>,</span> <span> mobility <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="cn">NA</span>, <span class="st">"low"</span>, <span class="st">"high"</span><span class="op">)</span>,</span> -<span> DT50 <span class="op">=</span> <span class="cn">Inf</span>,</span> -<span> t_drainage <span class="op">=</span> <span class="fl">3</span>,</span> -<span> V_ditch <span class="op">=</span> <span class="fl">30</span>,</span> -<span> V_drainage <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>spring <span class="op">=</span> <span class="fl">10</span>, autumn <span class="op">=</span> <span class="fl">100</span><span class="op">)</span>,</span> +<span> DT50 <span class="op">=</span> <span class="fu">set_units</span><span class="op">(</span><span class="cn">Inf</span>, <span class="st">"d"</span><span class="op">)</span>,</span> +<span> t_drainage <span class="op">=</span> <span class="fu">set_units</span><span class="op">(</span><span class="fl">3</span>, <span class="st">"days"</span><span class="op">)</span>,</span> +<span> V_ditch <span class="op">=</span> <span class="fu">set_units</span><span class="op">(</span><span class="fl">30</span>, <span class="st">"m3"</span><span class="op">)</span>,</span> +<span> V_drainage <span class="op">=</span> <span class="fu">set_units</span><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>spring <span class="op">=</span> <span class="fl">10</span>, autumn <span class="op">=</span> <span class="fl">100</span><span class="op">)</span>, <span class="st">"m3"</span><span class="op">)</span>,</span> <span> dilution <span class="op">=</span> <span class="fl">2</span></span> <span><span class="op">)</span></span></code></pre></div> </div> @@ -148,6 +154,7 @@ scenarios. If the rate was given in g/ha, the PECsw are in microg/L.</p></dd> <span class="r-out co"><span class="r-pr">#></span> 12.5 25.0 </span> <span class="r-out co"><span class="r-pr">#></span> </span> <span class="r-out co"><span class="r-pr">#></span> $PEC_sw_drainage</span> +<span class="r-out co"><span class="r-pr">#></span> Units: [µg/L]</span> <span class="r-out co"><span class="r-pr">#></span> spring autumn </span> <span class="r-out co"><span class="r-pr">#></span> 1.562500 4.807692 </span> <span class="r-out co"><span class="r-pr">#></span> </span> |