Recession of streamflow supplied from channel bed and bank storage
A streamflow recession formula for natural basins is derived by nonlinear hydrologie routing of inflow from channel bed and bank storage through a stream channel storage. The formula gives basin outflow as a two-parameter, inverse square function of time and is valid when the ratio of inflow to outf...
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Veröffentlicht in: | Journal of Hydrology 2010, Vol.49 (2), p.99-109 |
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description | A streamflow recession formula for natural basins is derived by nonlinear hydrologie routing of inflow from channel bed and bank storage through a stream channel storage. The formula gives basin outflow as a two-parameter, inverse square function of time and is valid when the ratio of inflow to outflow is approximately constant. It provides a good fit to a master baseflow recession curve from each of 10 basins of differing areas in the greywacke geologic terrain of Canterbury, New Zealand. These basins have no significant lakes or springs and the formula applies to that section of a master recession curve between median flow and minimum recorded 7-day low flow, for the period January to March in a flow record. The master recession curve in an ungauged basin within the same terrain may be predicted if the volume of water to be discharged during this recession can be estimated. This volume is taken to be the product of total stream length, average cross-sectional area of channel bed and bank storage and storage porosity. It can be calculated if there is a reference basin available, similar in character to the ungauged basin, with a measured master recession curve. While further testing of the formula is needed, particularly in other geologic terrains, its application is relatively simple and it should be useful at basin scale for predicting master recession curves in basins where little is known about water storage behaviour. |
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The formula gives basin outflow as a two-parameter, inverse square function of time and is valid when the ratio of inflow to outflow is approximately constant. It provides a good fit to a master baseflow recession curve from each of 10 basins of differing areas in the greywacke geologic terrain of Canterbury, New Zealand. These basins have no significant lakes or springs and the formula applies to that section of a master recession curve between median flow and minimum recorded 7-day low flow, for the period January to March in a flow record. The master recession curve in an ungauged basin within the same terrain may be predicted if the volume of water to be discharged during this recession can be estimated. This volume is taken to be the product of total stream length, average cross-sectional area of channel bed and bank storage and storage porosity. It can be calculated if there is a reference basin available, similar in character to the ungauged basin, with a measured master recession curve. While further testing of the formula is needed, particularly in other geologic terrains, its application is relatively simple and it should be useful at basin scale for predicting master recession curves in basins where little is known about water storage behaviour.</description><identifier>ISSN: 0022-1708</identifier><identifier>ISSN: 2463-3933</identifier><identifier>EISSN: 2463-3933</identifier><language>eng</language><publisher>Wellington: New Zealand Hydrological Society</publisher><subject>Banks ; Basins ; Channels ; Economic recessions ; Geology ; Graywackes ; Hydrology ; Mathematical models ; Outflow ; Rain and rainfall ; Recession ; River basins ; Stream flow ; Stream water ; Streams ; Terrain ; Water resources development ; Watershed hydrology ; Watersheds</subject><ispartof>Journal of Hydrology, 2010, Vol.49 (2), p.99-109</ispartof><rights>New Zealand Hydrological Society (2010)</rights><rights>Copyright New Zealand Hydrological Society 2010</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://www.jstor.org/stable/pdf/43945007$$EPDF$$P50$$Gjstor$$H</linktopdf><linktohtml>$$Uhttps://www.jstor.org/stable/43945007$$EHTML$$P50$$Gjstor$$H</linktohtml><link.rule.ids>314,780,784,803,4014,58008,58241</link.rule.ids></links><search><creatorcontrib>Griffiths, George A.</creatorcontrib><creatorcontrib>McKerchar, Alistair I.</creatorcontrib><title>Recession of streamflow supplied from channel bed and bank storage</title><title>Journal of Hydrology</title><description>A streamflow recession formula for natural basins is derived by nonlinear hydrologie routing of inflow from channel bed and bank storage through a stream channel storage. The formula gives basin outflow as a two-parameter, inverse square function of time and is valid when the ratio of inflow to outflow is approximately constant. It provides a good fit to a master baseflow recession curve from each of 10 basins of differing areas in the greywacke geologic terrain of Canterbury, New Zealand. These basins have no significant lakes or springs and the formula applies to that section of a master recession curve between median flow and minimum recorded 7-day low flow, for the period January to March in a flow record. The master recession curve in an ungauged basin within the same terrain may be predicted if the volume of water to be discharged during this recession can be estimated. This volume is taken to be the product of total stream length, average cross-sectional area of channel bed and bank storage and storage porosity. It can be calculated if there is a reference basin available, similar in character to the ungauged basin, with a measured master recession curve. While further testing of the formula is needed, particularly in other geologic terrains, its application is relatively simple and it should be useful at basin scale for predicting master recession curves in basins where little is known about water storage behaviour.</description><subject>Banks</subject><subject>Basins</subject><subject>Channels</subject><subject>Economic recessions</subject><subject>Geology</subject><subject>Graywackes</subject><subject>Hydrology</subject><subject>Mathematical models</subject><subject>Outflow</subject><subject>Rain and rainfall</subject><subject>Recession</subject><subject>River basins</subject><subject>Stream flow</subject><subject>Stream water</subject><subject>Streams</subject><subject>Terrain</subject><subject>Water resources development</subject><subject>Watershed hydrology</subject><subject>Watersheds</subject><issn>0022-1708</issn><issn>2463-3933</issn><issn>2463-3933</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2010</creationdate><recordtype>article</recordtype><sourceid>ABUWG</sourceid><sourceid>AFKRA</sourceid><sourceid>AZQEC</sourceid><sourceid>BENPR</sourceid><sourceid>CCPQU</sourceid><sourceid>DWQXO</sourceid><sourceid>GNUQQ</sourceid><recordid>eNp9kEtLxDAUhYsoOI7-BKG40U3h5tl0qYMvGBBkFu5CmiYzrW1Skxbx3xsdQXDh6sI5H-dwz0G2wJSTglSEHGYLAIwLVII4zk5i7AAIAs4W2c2z0SbG1rvc2zxOwajB9v49j_M49q1pchv8kOudcs70eZ0E5Zq8Vu410T6orTnNjqzqozn7uctsc3e7WT0U66f7x9X1ulBYiKkoBa8oMJ6KNWeYKm0bzKwxtRZcg9FNQ2rGQGDEarCkAYJxbTXi0HCKyDK73MeOwb_NJk5yaKM2fa-c8XOUgtOKY0IgkVf_kqjkGCFOS57Qiz9o5-fg0htSMApQgSgT9LKHwtBOUvu-N3pKi8VOTVFGo4LeydZZ_-37sJWNb6WqUxNIQhD_NVMzrijlAleYlVWKPt9Hd19jyjG0gwofkpKKMoCSfAI43Yo4</recordid><startdate>2010</startdate><enddate>2010</enddate><creator>Griffiths, George A.</creator><creator>McKerchar, Alistair I.</creator><general>New Zealand Hydrological Society</general><scope>7QH</scope><scope>7TG</scope><scope>7UA</scope><scope>8FD</scope><scope>8FE</scope><scope>8FG</scope><scope>ABJCF</scope><scope>ABUWG</scope><scope>AEUYN</scope><scope>AFKRA</scope><scope>ATCPS</scope><scope>AYAGU</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>BGLVJ</scope><scope>BHPHI</scope><scope>BKSAR</scope><scope>C1K</scope><scope>CCPQU</scope><scope>DWQXO</scope><scope>F1W</scope><scope>FR3</scope><scope>GNUQQ</scope><scope>H96</scope><scope>HCIFZ</scope><scope>KL.</scope><scope>KR7</scope><scope>L.G</scope><scope>L6V</scope><scope>M7S</scope><scope>PATMY</scope><scope>PCBAR</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PRINS</scope><scope>PTHSS</scope><scope>PYCSY</scope></search><sort><creationdate>2010</creationdate><title>Recession of streamflow supplied from channel bed and bank storage</title><author>Griffiths, George A. ; McKerchar, Alistair I.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a288t-78694056310c6524acfd25feebc86c0ecdd3b5508215b0f3d0322bfc160d6413</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2010</creationdate><topic>Banks</topic><topic>Basins</topic><topic>Channels</topic><topic>Economic recessions</topic><topic>Geology</topic><topic>Graywackes</topic><topic>Hydrology</topic><topic>Mathematical models</topic><topic>Outflow</topic><topic>Rain and rainfall</topic><topic>Recession</topic><topic>River basins</topic><topic>Stream flow</topic><topic>Stream water</topic><topic>Streams</topic><topic>Terrain</topic><topic>Water resources development</topic><topic>Watershed hydrology</topic><topic>Watersheds</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Griffiths, George A.</creatorcontrib><creatorcontrib>McKerchar, Alistair I.</creatorcontrib><collection>Aqualine</collection><collection>Meteorological & Geoastrophysical Abstracts</collection><collection>Water Resources Abstracts</collection><collection>Technology Research Database</collection><collection>ProQuest SciTech Collection</collection><collection>ProQuest Technology Collection</collection><collection>Materials Science & Engineering Collection</collection><collection>ProQuest Central (Alumni Edition)</collection><collection>ProQuest One Sustainability</collection><collection>ProQuest Central UK/Ireland</collection><collection>Agricultural & Environmental Science Collection</collection><collection>Australia & New Zealand Database</collection><collection>ProQuest Central Essentials</collection><collection>ProQuest Central</collection><collection>Technology Collection</collection><collection>Natural Science Collection</collection><collection>Earth, Atmospheric & Aquatic Science Collection</collection><collection>Environmental Sciences and Pollution Management</collection><collection>ProQuest One Community College</collection><collection>ProQuest Central Korea</collection><collection>ASFA: Aquatic Sciences and Fisheries Abstracts</collection><collection>Engineering Research Database</collection><collection>ProQuest Central Student</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy & Non-Living Resources</collection><collection>SciTech Premium Collection</collection><collection>Meteorological & Geoastrophysical Abstracts - Academic</collection><collection>Civil Engineering Abstracts</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) Professional</collection><collection>ProQuest Engineering Collection</collection><collection>Engineering Database</collection><collection>Environmental Science Database</collection><collection>Earth, Atmospheric & Aquatic Science Database</collection><collection>ProQuest One Academic Eastern Edition (DO NOT USE)</collection><collection>ProQuest One Academic</collection><collection>ProQuest One Academic UKI Edition</collection><collection>ProQuest Central China</collection><collection>Engineering Collection</collection><collection>Environmental Science Collection</collection><jtitle>Journal of Hydrology</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Griffiths, George A.</au><au>McKerchar, Alistair I.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Recession of streamflow supplied from channel bed and bank storage</atitle><jtitle>Journal of Hydrology</jtitle><date>2010</date><risdate>2010</risdate><volume>49</volume><issue>2</issue><spage>99</spage><epage>109</epage><pages>99-109</pages><issn>0022-1708</issn><issn>2463-3933</issn><eissn>2463-3933</eissn><abstract>A streamflow recession formula for natural basins is derived by nonlinear hydrologie routing of inflow from channel bed and bank storage through a stream channel storage. The formula gives basin outflow as a two-parameter, inverse square function of time and is valid when the ratio of inflow to outflow is approximately constant. It provides a good fit to a master baseflow recession curve from each of 10 basins of differing areas in the greywacke geologic terrain of Canterbury, New Zealand. These basins have no significant lakes or springs and the formula applies to that section of a master recession curve between median flow and minimum recorded 7-day low flow, for the period January to March in a flow record. The master recession curve in an ungauged basin within the same terrain may be predicted if the volume of water to be discharged during this recession can be estimated. This volume is taken to be the product of total stream length, average cross-sectional area of channel bed and bank storage and storage porosity. It can be calculated if there is a reference basin available, similar in character to the ungauged basin, with a measured master recession curve. While further testing of the formula is needed, particularly in other geologic terrains, its application is relatively simple and it should be useful at basin scale for predicting master recession curves in basins where little is known about water storage behaviour.</abstract><cop>Wellington</cop><pub>New Zealand Hydrological Society</pub><tpages>11</tpages></addata></record> |
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subjects | Banks Basins Channels Economic recessions Geology Graywackes Hydrology Mathematical models Outflow Rain and rainfall Recession River basins Stream flow Stream water Streams Terrain Water resources development Watershed hydrology Watersheds |
title | Recession of streamflow supplied from channel bed and bank storage |
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