https://www.talsim.de/docs/index.php?action=history&feed=atom&title=Translations%3AUnterteilung_in_Systemelemente%2F11%2Fen 2026-04-24T13:19:10Z Versionsgeschichte dieser Seite in TALSIM Docs MediaWiki 1.38.4 https://www.talsim.de/docs/index.php?title=Translations:Unterteilung_in_Systemelemente/11/en&diff=10096&oldid=prev 2020-12-22T12:41:36Z

<p></p> <table style="background-color: #fff; color: #202122;" data-mw="interface"> <col class="diff-marker" /> <col class="diff-content" /> <col class="diff-marker" /> <col class="diff-content" /> <tr class="diff-title" lang="de"> <td colspan="2" style="background-color: #fff; color: #202122; text-align: center;">← Nächstältere Version</td> <td colspan="2" style="background-color: #fff; color: #202122; text-align: center;">Version vom 22. Dezember 2020, 14:41 Uhr</td> </tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l1">Zeile 1:</td> <td colspan="2" class="diff-lineno">Zeile 1:</td></tr> <tr><td class="diff-marker" data-marker="−"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div>The next step is to decide which system elements are to be used to map the sub-catchments, depending on the problem and the data basis. Alongside the system element [[Special:MyLanguage/Einzugsgebiet|sub-basin]], which brings the load into the system via a precipitation-runoff simulation, the system element [[Special:MyLanguage/Einleitung|point source]] can feed the outflow from the sub-catchment directly into the system via a hydrograph. The latter is of course only possible if a hydrograph is available. Then it is the solution using the fewest computational resources, which in addition (with good quality of the input data) also illustrates the actual outflow behavior in <del style="font-weight: bold; text-decoration: none;">the most </del>realistic manner. If, however, for example, a forecast is to be calculated <del style="font-weight: bold; text-decoration: none;">under </del>changed land use conditions or if the <del style="font-weight: bold; text-decoration: none;">discharge </del>hydrograph is not long enough, it is advisable to use the system element [[Special:MyLanguage/Einzugsgebiet|sub-basin]]. In Talsim-NG the selection of the system element for <del style="font-weight: bold; text-decoration: none;">subcatchments </del>can also vary from <del style="font-weight: bold; text-decoration: none;">subcatchment </del>to <del style="font-weight: bold; text-decoration: none;">subcatchment</del>.</div></td><td class="diff-marker" data-marker="+"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div>The next step is to decide which system elements are to be used to map the sub-catchments, depending on the problem and the data basis. Alongside the system element [[Special:MyLanguage/Einzugsgebiet|sub-basin]], which brings the load into the system via a precipitation-runoff simulation, the system element [[Special:MyLanguage/Einleitung|point source]] can feed the outflow from the sub-catchment directly into the system via a hydrograph. The latter is of course only possible if a hydrograph is available. Then it is the solution using the fewest computational resources, which in addition (with good quality of the input data) also illustrates the actual outflow behavior in <ins style="font-weight: bold; text-decoration: none;">a </ins>realistic manner. If, however, for example, a forecast is to be calculated <ins style="font-weight: bold; text-decoration: none;">with </ins>changed land use conditions or if the hydrograph is not long enough, it is advisable to use the system element [[Special:MyLanguage/Einzugsgebiet|sub-basin]]. In Talsim-NG the selection of the system element for <ins style="font-weight: bold; text-decoration: none;">sub-catchments </ins>can also vary from <ins style="font-weight: bold; text-decoration: none;">sub-catchment </ins>to <ins style="font-weight: bold; text-decoration: none;">sub-catchment</ins>.</div></td></tr> </table>

T.Schnellbach https://www.talsim.de/docs/index.php?title=Translations:Unterteilung_in_Systemelemente/11/en&diff=10094&oldid=prev 2020-12-22T12:38:52Z

<p></p> <table style="background-color: #fff; color: #202122;" data-mw="interface"> <col class="diff-marker" /> <col class="diff-content" /> <col class="diff-marker" /> <col class="diff-content" /> <tr class="diff-title" lang="de"> <td colspan="2" style="background-color: #fff; color: #202122; text-align: center;">← Nächstältere Version</td> <td colspan="2" style="background-color: #fff; color: #202122; text-align: center;">Version vom 22. Dezember 2020, 14:38 Uhr</td> </tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l1">Zeile 1:</td> <td colspan="2" class="diff-lineno">Zeile 1:</td></tr> <tr><td class="diff-marker" data-marker="−"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div>The next step is to decide which system elements are to be used to map the sub-catchments, depending on the problem and the data basis. Alongside the system element [[Special:MyLanguage/Einzugsgebiet|sub-basin]], which brings the load into the system via a precipitation-runoff simulation, the system element [[Special:MyLanguage/Einleitung|point source]] can feed the outflow from the sub-catchment directly into the system via a hydrograph. The latter is of course only possible if a hydrograph is available. Then it is the solution using the fewest computational resources, which in addition (with good quality of the input data) illustrates the actual outflow behavior in the most realistic manner. If, however, for example, a forecast is to be calculated under changed land use conditions or if the discharge hydrograph is not long enough, it is advisable to use the system element [[Special:MyLanguage/Einzugsgebiet|sub-basin]]. In Talsim-NG the selection of the system element for subcatchments can also vary from subcatchment to subcatchment.</div></td><td class="diff-marker" data-marker="+"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div>The next step is to decide which system elements are to be used to map the sub-catchments, depending on the problem and the data basis. Alongside the system element [[Special:MyLanguage/Einzugsgebiet|sub-basin]], which brings the load into the system via a precipitation-runoff simulation, the system element [[Special:MyLanguage/Einleitung|point source]] can feed the outflow from the sub-catchment directly into the system via a hydrograph. The latter is of course only possible if a hydrograph is available. Then it is the solution using the fewest computational resources, which in addition (with good quality of the input data) <ins style="font-weight: bold; text-decoration: none;">also </ins>illustrates the actual outflow behavior in the most realistic manner. If, however, for example, a forecast is to be calculated under changed land use conditions or if the discharge hydrograph is not long enough, it is advisable to use the system element [[Special:MyLanguage/Einzugsgebiet|sub-basin]]. In Talsim-NG the selection of the system element for subcatchments can also vary from subcatchment to subcatchment.</div></td></tr> </table>

T.Schnellbach https://www.talsim.de/docs/index.php?title=Translations:Unterteilung_in_Systemelemente/11/en&diff=10092&oldid=prev 2020-12-22T12:38:21Z

<p></p> <table style="background-color: #fff; color: #202122;" data-mw="interface"> <col class="diff-marker" /> <col class="diff-content" /> <col class="diff-marker" /> <col class="diff-content" /> <tr class="diff-title" lang="de"> <td colspan="2" style="background-color: #fff; color: #202122; text-align: center;">← Nächstältere Version</td> <td colspan="2" style="background-color: #fff; color: #202122; text-align: center;">Version vom 22. Dezember 2020, 14:38 Uhr</td> </tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l1">Zeile 1:</td> <td colspan="2" class="diff-lineno">Zeile 1:</td></tr> <tr><td class="diff-marker" data-marker="−"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div>The next step is to decide which system elements are to be used to map the sub-catchments, depending on the problem and the data basis. Alongside the system element [[Special:MyLanguage/Einzugsgebiet|sub-basin]], which brings the load into the system via a precipitation-runoff simulation, the system element [[Special:MyLanguage/Einleitung|point source]] can feed the outflow from the sub-catchment directly into the system via a hydrograph. The latter is of course only possible if a hydrograph is available. Then it is the solution using the fewest computational resources, which in addition (with good quality of the input data) illustrates in the most realistic manner <del style="font-weight: bold; text-decoration: none;">the actual outflow behavior</del>. If, however, for example, a forecast is to be calculated under changed land use conditions or if the discharge hydrograph is not long enough, it is advisable to use the system element [[Special:MyLanguage/Einzugsgebiet|sub-basin]]. In Talsim-NG the selection of the system element for subcatchments can also vary from subcatchment to subcatchment.</div></td><td class="diff-marker" data-marker="+"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div>The next step is to decide which system elements are to be used to map the sub-catchments, depending on the problem and the data basis. Alongside the system element [[Special:MyLanguage/Einzugsgebiet|sub-basin]], which brings the load into the system via a precipitation-runoff simulation, the system element [[Special:MyLanguage/Einleitung|point source]] can feed the outflow from the sub-catchment directly into the system via a hydrograph. The latter is of course only possible if a hydrograph is available. Then it is the solution using the fewest computational resources, which in addition (with good quality of the input data) illustrates <ins style="font-weight: bold; text-decoration: none;">the actual outflow behavior </ins>in the most realistic manner. If, however, for example, a forecast is to be calculated under changed land use conditions or if the discharge hydrograph is not long enough, it is advisable to use the system element [[Special:MyLanguage/Einzugsgebiet|sub-basin]]. In Talsim-NG the selection of the system element for subcatchments can also vary from subcatchment to subcatchment.</div></td></tr> </table>

T.Schnellbach https://www.talsim.de/docs/index.php?title=Translations:Unterteilung_in_Systemelemente/11/en&diff=10090&oldid=prev 2020-12-22T12:37:10Z

<p></p> <table style="background-color: #fff; color: #202122;" data-mw="interface"> <col class="diff-marker" /> <col class="diff-content" /> <col class="diff-marker" /> <col class="diff-content" /> <tr class="diff-title" lang="de"> <td colspan="2" style="background-color: #fff; color: #202122; text-align: center;">← Nächstältere Version</td> <td colspan="2" style="background-color: #fff; color: #202122; text-align: center;">Version vom 22. Dezember 2020, 14:37 Uhr</td> </tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l1">Zeile 1:</td> <td colspan="2" class="diff-lineno">Zeile 1:</td></tr> <tr><td class="diff-marker" data-marker="−"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div>The next step is to decide which system elements are to be used to map the sub-catchments, depending on the problem and the data basis. Alongside the system element [[Special:MyLanguage/Einzugsgebiet|sub-basin]], which brings the load into the system via a precipitation-runoff simulation, the system element [[Special:MyLanguage/Einleitung|point source]] can feed the outflow from the sub-catchment directly into the system via a <del style="font-weight: bold; text-decoration: none;">runoff </del>hydrograph. The latter is of course only possible if a hydrograph is available. Then it is the <del style="font-weight: bold; text-decoration: none;">less computationally intensive </del>solution, which in addition (with good quality of the input data) <del style="font-weight: bold; text-decoration: none;">can illustrate </del>most <del style="font-weight: bold; text-decoration: none;">exactly </del>the <del style="font-weight: bold; text-decoration: none;">actually taken place discharge </del>behavior. If, however, for example, a forecast is to be calculated under changed land use conditions or if the discharge hydrograph is not long enough, it is advisable to use the system element [[Special:MyLanguage/Einzugsgebiet|sub-basin]]. In Talsim-NG the selection of the system element for subcatchments can also vary from subcatchment to subcatchment.</div></td><td class="diff-marker" data-marker="+"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div>The next step is to decide which system elements are to be used to map the sub-catchments, depending on the problem and the data basis. Alongside the system element [[Special:MyLanguage/Einzugsgebiet|sub-basin]], which brings the load into the system via a precipitation-runoff simulation, the system element [[Special:MyLanguage/Einleitung|point source]] can feed the outflow from the sub-catchment directly into the system via a hydrograph. The latter is of course only possible if a hydrograph is available. Then it is the solution <ins style="font-weight: bold; text-decoration: none;">using the fewest computational resources</ins>, which in addition (with good quality of the input data) <ins style="font-weight: bold; text-decoration: none;">illustrates in the </ins>most <ins style="font-weight: bold; text-decoration: none;">realistic manner </ins>the <ins style="font-weight: bold; text-decoration: none;">actual outflow </ins>behavior. If, however, for example, a forecast is to be calculated under changed land use conditions or if the discharge hydrograph is not long enough, it is advisable to use the system element [[Special:MyLanguage/Einzugsgebiet|sub-basin]]. In Talsim-NG the selection of the system element for subcatchments can also vary from subcatchment to subcatchment.</div></td></tr> </table>

T.Schnellbach https://www.talsim.de/docs/index.php?title=Translations:Unterteilung_in_Systemelemente/11/en&diff=10088&oldid=prev 2020-12-22T12:31:03Z

<p></p> <table style="background-color: #fff; color: #202122;" data-mw="interface"> <col class="diff-marker" /> <col class="diff-content" /> <col class="diff-marker" /> <col class="diff-content" /> <tr class="diff-title" lang="de"> <td colspan="2" style="background-color: #fff; color: #202122; text-align: center;">← Nächstältere Version</td> <td colspan="2" style="background-color: #fff; color: #202122; text-align: center;">Version vom 22. Dezember 2020, 14:31 Uhr</td> </tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l1">Zeile 1:</td> <td colspan="2" class="diff-lineno">Zeile 1:</td></tr> <tr><td class="diff-marker" data-marker="−"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div>The next step is to decide which system elements are to be used to map the sub-catchments, depending on the problem and the data basis. Alongside the system element [[Special:MyLanguage/Einzugsgebiet|sub-basin]], which brings the load into the system via a precipitation-runoff simulation, [[Special:MyLanguage/Einleitung|point source]] can feed the outflow from the sub-catchment directly into the system via a runoff hydrograph. The latter is of course only possible if a hydrograph is available. Then it is the less computationally intensive solution, which in addition (with good quality of the input data) can illustrate most exactly the actually taken place discharge behavior. If, however, for example, a forecast is to be calculated under changed land use conditions or if the discharge hydrograph is not long enough, it is advisable to use the system element [[Special:MyLanguage/Einzugsgebiet|sub-basin]]. In Talsim-NG the selection of the system element for subcatchments can also vary from subcatchment to subcatchment.</div></td><td class="diff-marker" data-marker="+"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div>The next step is to decide which system elements are to be used to map the sub-catchments, depending on the problem and the data basis. Alongside the system element [[Special:MyLanguage/Einzugsgebiet|sub-basin]], which brings the load into the system via a precipitation-runoff simulation, <ins style="font-weight: bold; text-decoration: none;">the system element </ins>[[Special:MyLanguage/Einleitung|point source]] can feed the outflow from the sub-catchment directly into the system via a runoff hydrograph. The latter is of course only possible if a hydrograph is available. Then it is the less computationally intensive solution, which in addition (with good quality of the input data) can illustrate most exactly the actually taken place discharge behavior. If, however, for example, a forecast is to be calculated under changed land use conditions or if the discharge hydrograph is not long enough, it is advisable to use the system element [[Special:MyLanguage/Einzugsgebiet|sub-basin]]. In Talsim-NG the selection of the system element for subcatchments can also vary from subcatchment to subcatchment.</div></td></tr> </table>

T.Schnellbach https://www.talsim.de/docs/index.php?title=Translations:Unterteilung_in_Systemelemente/11/en&diff=10086&oldid=prev 2020-12-22T12:28:36Z

<p></p> <table style="background-color: #fff; color: #202122;" data-mw="interface"> <col class="diff-marker" /> <col class="diff-content" /> <col class="diff-marker" /> <col class="diff-content" /> <tr class="diff-title" lang="de"> <td colspan="2" style="background-color: #fff; color: #202122; text-align: center;">← Nächstältere Version</td> <td colspan="2" style="background-color: #fff; color: #202122; text-align: center;">Version vom 22. Dezember 2020, 14:28 Uhr</td> </tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l1">Zeile 1:</td> <td colspan="2" class="diff-lineno">Zeile 1:</td></tr> <tr><td class="diff-marker" data-marker="−"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div>The next step is to decide which system elements are to be used to map the sub-catchments, depending on the problem and the data basis. <del style="font-weight: bold; text-decoration: none;">Besides </del>the system element [[Special:MyLanguage/Einzugsgebiet|sub-basin]], which brings the load into the system via a precipitation-runoff simulation, [[Special:MyLanguage/Einleitung|point source]] can feed the outflow from the sub-catchment directly into the system via a runoff hydrograph. The latter is of course only possible if a hydrograph is available. Then it is the less computationally intensive solution, which in addition (with good quality of the input data) can illustrate most exactly the actually taken place discharge behavior. If, however, for example, a forecast is to be calculated under changed land use conditions or if the discharge hydrograph is not long enough, it is advisable to use the system element [[Special:MyLanguage/Einzugsgebiet|sub-basin]]. In Talsim-NG the selection of the system element for subcatchments can also vary from subcatchment to subcatchment.</div></td><td class="diff-marker" data-marker="+"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div>The next step is to decide which system elements are to be used to map the sub-catchments, depending on the problem and the data basis. <ins style="font-weight: bold; text-decoration: none;">Alongside </ins>the system element [[Special:MyLanguage/Einzugsgebiet|sub-basin]], which brings the load into the system via a precipitation-runoff simulation, [[Special:MyLanguage/Einleitung|point source]] can feed the outflow from the sub-catchment directly into the system via a runoff hydrograph. The latter is of course only possible if a hydrograph is available. Then it is the less computationally intensive solution, which in addition (with good quality of the input data) can illustrate most exactly the actually taken place discharge behavior. If, however, for example, a forecast is to be calculated under changed land use conditions or if the discharge hydrograph is not long enough, it is advisable to use the system element [[Special:MyLanguage/Einzugsgebiet|sub-basin]]. In Talsim-NG the selection of the system element for subcatchments can also vary from subcatchment to subcatchment.</div></td></tr> </table>

T.Schnellbach https://www.talsim.de/docs/index.php?title=Translations:Unterteilung_in_Systemelemente/11/en&diff=10084&oldid=prev 2020-12-22T12:27:51Z

<p></p> <table style="background-color: #fff; color: #202122;" data-mw="interface"> <col class="diff-marker" /> <col class="diff-content" /> <col class="diff-marker" /> <col class="diff-content" /> <tr class="diff-title" lang="de"> <td colspan="2" style="background-color: #fff; color: #202122; text-align: center;">← Nächstältere Version</td> <td colspan="2" style="background-color: #fff; color: #202122; text-align: center;">Version vom 22. Dezember 2020, 14:27 Uhr</td> </tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l1">Zeile 1:</td> <td colspan="2" class="diff-lineno">Zeile 1:</td></tr> <tr><td class="diff-marker" data-marker="−"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div>The next step is to decide which system elements are to be used to map the sub-catchments, depending on the problem and the data basis. Besides the system element [[Special:MyLanguage/Einzugsgebiet|sub-basin]], which brings the load into the system via a precipitation-runoff simulation, [[Special:MyLanguage/Einleitung|point source]] can feed the <del style="font-weight: bold; text-decoration: none;">runoff at the exit of </del>the catchment directly into the system via a runoff hydrograph. The latter is of course only possible if <del style="font-weight: bold; text-decoration: none;">such </del>a <del style="font-weight: bold; text-decoration: none;">discharge </del>hydrograph is available. Then it is the less computationally intensive <del style="font-weight: bold; text-decoration: none;">variant</del>, which in addition (with good quality of the input data) can illustrate most exactly the actually taken place discharge behavior. If, however, for example, a forecast is to be calculated under changed land use conditions or if the discharge hydrograph is not long enough, it is advisable to use the system element [[Special:MyLanguage/Einzugsgebiet|sub-basin]]. In Talsim-NG the selection of the system element for subcatchments can also vary from subcatchment to subcatchment.</div></td><td class="diff-marker" data-marker="+"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div>The next step is to decide which system elements are to be used to map the sub-catchments, depending on the problem and the data basis. Besides the system element [[Special:MyLanguage/Einzugsgebiet|sub-basin]], which brings the load into the system via a precipitation-runoff simulation, [[Special:MyLanguage/Einleitung|point source]] can feed the <ins style="font-weight: bold; text-decoration: none;">outflow from </ins>the <ins style="font-weight: bold; text-decoration: none;">sub-</ins>catchment directly into the system via a runoff hydrograph. The latter is of course only possible if a hydrograph is available. Then it is the less computationally intensive <ins style="font-weight: bold; text-decoration: none;">solution</ins>, which in addition (with good quality of the input data) can illustrate most exactly the actually taken place discharge behavior. If, however, for example, a forecast is to be calculated under changed land use conditions or if the discharge hydrograph is not long enough, it is advisable to use the system element [[Special:MyLanguage/Einzugsgebiet|sub-basin]]. In Talsim-NG the selection of the system element for subcatchments can also vary from subcatchment to subcatchment.</div></td></tr> </table>

T.Schnellbach https://www.talsim.de/docs/index.php?title=Translations:Unterteilung_in_Systemelemente/11/en&diff=10081&oldid=prev 2020-12-22T12:12:58Z

<p></p> <table style="background-color: #fff; color: #202122;" data-mw="interface"> <col class="diff-marker" /> <col class="diff-content" /> <col class="diff-marker" /> <col class="diff-content" /> <tr class="diff-title" lang="de"> <td colspan="2" style="background-color: #fff; color: #202122; text-align: center;">← Nächstältere Version</td> <td colspan="2" style="background-color: #fff; color: #202122; text-align: center;">Version vom 22. Dezember 2020, 14:12 Uhr</td> </tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l1">Zeile 1:</td> <td colspan="2" class="diff-lineno">Zeile 1:</td></tr> <tr><td class="diff-marker" data-marker="−"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div>The next step is to decide which system elements are to be used to map the <del style="font-weight: bold; text-decoration: none;">catchment areas</del>, depending on the problem and the data basis. Besides the system element [[Special:MyLanguage/Einzugsgebiet|sub-basin]], which brings the load into the system via a precipitation-runoff simulation, [[Special:MyLanguage/Einleitung|point source]] can feed the runoff at the exit of the catchment <del style="font-weight: bold; text-decoration: none;">area </del>directly into the system via a runoff hydrograph. The latter is of course only possible if such a discharge hydrograph is available. Then it is the less computationally intensive variant, which in addition (with good quality of the input data) can illustrate most exactly the actually taken place discharge behavior. If, however, for example, a forecast is to be calculated under changed land use conditions or if the discharge hydrograph is not long enough, it is advisable to use the system element [[Special:MyLanguage/Einzugsgebiet|sub-basin]]. In Talsim-NG the selection of the system element for subcatchments can also vary from subcatchment to subcatchment.</div></td><td class="diff-marker" data-marker="+"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div>The next step is to decide which system elements are to be used to map the <ins style="font-weight: bold; text-decoration: none;">sub-catchments</ins>, depending on the problem and the data basis. Besides the system element [[Special:MyLanguage/Einzugsgebiet|sub-basin]], which brings the load into the system via a precipitation-runoff simulation, [[Special:MyLanguage/Einleitung|point source]] can feed the runoff at the exit of the catchment directly into the system via a runoff hydrograph. The latter is of course only possible if such a discharge hydrograph is available. Then it is the less computationally intensive variant, which in addition (with good quality of the input data) can illustrate most exactly the actually taken place discharge behavior. If, however, for example, a forecast is to be calculated under changed land use conditions or if the discharge hydrograph is not long enough, it is advisable to use the system element [[Special:MyLanguage/Einzugsgebiet|sub-basin]]. In Talsim-NG the selection of the system element for subcatchments can also vary from subcatchment to subcatchment.</div></td></tr> </table>

T.Schnellbach https://www.talsim.de/docs/index.php?title=Translations:Unterteilung_in_Systemelemente/11/en&diff=8124&oldid=prev 2020-11-25T11:48:45Z

<p></p> <table style="background-color: #fff; color: #202122;" data-mw="interface"> <col class="diff-marker" /> <col class="diff-content" /> <col class="diff-marker" /> <col class="diff-content" /> <tr class="diff-title" lang="de"> <td colspan="2" style="background-color: #fff; color: #202122; text-align: center;">← Nächstältere Version</td> <td colspan="2" style="background-color: #fff; color: #202122; text-align: center;">Version vom 25. November 2020, 13:48 Uhr</td> </tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l1">Zeile 1:</td> <td colspan="2" class="diff-lineno">Zeile 1:</td></tr> <tr><td class="diff-marker" data-marker="−"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div>The next step is to decide which system elements are to be used to map the catchment areas, depending on the problem and the data basis. Besides the system element [[Special:MyLanguage/Einzugsgebiet|<del style="font-weight: bold; text-decoration: none;">catchment area</del>]], which brings the load into the system via a precipitation-runoff simulation, [[Special:MyLanguage/Einleitung|point source]] can feed the runoff at the exit of the catchment area directly into the system via a runoff hydrograph. The latter is of course only possible if such a discharge hydrograph is available. Then it is the less computationally intensive variant, which in addition (with good quality of the input data) can illustrate most exactly the actually taken place discharge behavior. If, however, for example, a forecast is to be calculated under changed land use conditions or if the discharge hydrograph is not long enough, it is advisable to use the system element [[Special:MyLanguage/Einzugsgebiet|<del style="font-weight: bold; text-decoration: none;">catchment area</del>]]. In Talsim-NG the selection of the system element for subcatchments can also vary from subcatchment to subcatchment.</div></td><td class="diff-marker" data-marker="+"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div>The next step is to decide which system elements are to be used to map the catchment areas, depending on the problem and the data basis. Besides the system element [[Special:MyLanguage/Einzugsgebiet|<ins style="font-weight: bold; text-decoration: none;">sub-basin</ins>]], which brings the load into the system via a precipitation-runoff simulation, [[Special:MyLanguage/Einleitung|point source]] can feed the runoff at the exit of the catchment area directly into the system via a runoff hydrograph. The latter is of course only possible if such a discharge hydrograph is available. Then it is the less computationally intensive variant, which in addition (with good quality of the input data) can illustrate most exactly the actually taken place discharge behavior. If, however, for example, a forecast is to be calculated under changed land use conditions or if the discharge hydrograph is not long enough, it is advisable to use the system element [[Special:MyLanguage/Einzugsgebiet|<ins style="font-weight: bold; text-decoration: none;">sub-basin</ins>]]. In Talsim-NG the selection of the system element for subcatchments can also vary from subcatchment to subcatchment.</div></td></tr> </table>

Ferrao https://www.talsim.de/docs/index.php?title=Translations:Unterteilung_in_Systemelemente/11/en&diff=6104&oldid=prev 2020-10-15T12:42:06Z

<p></p> <table style="background-color: #fff; color: #202122;" data-mw="interface"> <col class="diff-marker" /> <col class="diff-content" /> <col class="diff-marker" /> <col class="diff-content" /> <tr class="diff-title" lang="de"> <td colspan="2" style="background-color: #fff; color: #202122; text-align: center;">← Nächstältere Version</td> <td colspan="2" style="background-color: #fff; color: #202122; text-align: center;">Version vom 15. Oktober 2020, 14:42 Uhr</td> </tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l1">Zeile 1:</td> <td colspan="2" class="diff-lineno">Zeile 1:</td></tr> <tr><td class="diff-marker" data-marker="−"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div>The next step is to decide which system elements are to be used to map the catchment areas, depending on the problem and the data basis. Besides the system element [[Special:MyLanguage/Einzugsgebiet|<del style="font-weight: bold; text-decoration: none;">Catchment Area</del>]], which brings the load into the system via a precipitation-runoff simulation, [[Special:MyLanguage/Einleitung|point source]] can feed the runoff at the exit of the catchment area directly into the system via a runoff hydrograph. The latter is of course only possible if such a discharge hydrograph is available. Then it is the less computationally intensive variant, which in addition (with good quality of the input data) can illustrate most exactly the actually taken place discharge behavior. If, however, for example, a forecast is to be calculated under changed land use conditions or if the discharge hydrograph is not long enough, it is advisable to use the system element [[Special:MyLanguage/Einzugsgebiet|catchment area]]. In Talsim-NG the selection of the system element for subcatchments can also vary from subcatchment to subcatchment.</div></td><td class="diff-marker" data-marker="+"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div>The next step is to decide which system elements are to be used to map the catchment areas, depending on the problem and the data basis. Besides the system element [[Special:MyLanguage/Einzugsgebiet|<ins style="font-weight: bold; text-decoration: none;">catchment area</ins>]], which brings the load into the system via a precipitation-runoff simulation, [[Special:MyLanguage/Einleitung|point source]] can feed the runoff at the exit of the catchment area directly into the system via a runoff hydrograph. The latter is of course only possible if such a discharge hydrograph is available. Then it is the less computationally intensive variant, which in addition (with good quality of the input data) can illustrate most exactly the actually taken place discharge behavior. If, however, for example, a forecast is to be calculated under changed land use conditions or if the discharge hydrograph is not long enough, it is advisable to use the system element [[Special:MyLanguage/Einzugsgebiet|catchment area]]. In Talsim-NG the selection of the system element for subcatchments can also vary from subcatchment to subcatchment.</div></td></tr> </table>

Ferrao