Graphical Calculation of Small Catchment Peak Discharge
A graphical procedure for calculating peak discharge from small catchments is developed on the basis of the standard Natural Resources Conservation Service (NRCS) rainfall-runoff hydrologic methods, in which rainfall excess obtained using the curve-number approach applied to 24-h design storms is tr...
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Veröffentlicht in: | Journal of irrigation and drainage engineering 2012-03, Vol.138 (3), p.245-256 |
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container_title | Journal of irrigation and drainage engineering |
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creator | Froehlich, David C |
description | A graphical procedure for calculating peak discharge from small catchments is developed on the basis of the standard Natural Resources Conservation Service (NRCS) rainfall-runoff hydrologic methods, in which rainfall excess obtained using the curve-number approach applied to 24-h design storms is transformed to runoff by means of triangular unit hydrographs. The solution is made dimensionless by grouping parameters, and, as a result, can be condensed into uncomplicated graphical relations that provide numerically precise peak flow rates. Mathematical expressions are also given that provide accurate approximations to the peak-discharge graphical relations. An additional result of the analysis is a comprehensive means of estimating rational-formula runoff coefficients for any location in the United States. |
doi_str_mv | 10.1061/(ASCE)IR.1943-4774.0000400 |
format | Article |
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The solution is made dimensionless by grouping parameters, and, as a result, can be condensed into uncomplicated graphical relations that provide numerically precise peak flow rates. Mathematical expressions are also given that provide accurate approximations to the peak-discharge graphical relations. An additional result of the analysis is a comprehensive means of estimating rational-formula runoff coefficients for any location in the United States.</description><identifier>ISSN: 0733-9437</identifier><identifier>EISSN: 1943-4774</identifier><identifier>DOI: 10.1061/(ASCE)IR.1943-4774.0000400</identifier><identifier>CODEN: JIDEDH</identifier><language>eng</language><publisher>Reston, VA: American Society of Civil Engineers</publisher><subject>Agricultural and forest climatology and meteorology. Irrigation. Drainage ; Agronomy. Soil science and plant productions ; Biological and medical sciences ; Catchments ; Discharge ; Estimating ; Freshwater ; Fundamental and applied biological sciences. Psychology ; General agronomy. Plant production ; Hydrology ; Irrigation. 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The solution is made dimensionless by grouping parameters, and, as a result, can be condensed into uncomplicated graphical relations that provide numerically precise peak flow rates. Mathematical expressions are also given that provide accurate approximations to the peak-discharge graphical relations. An additional result of the analysis is a comprehensive means of estimating rational-formula runoff coefficients for any location in the United States.</description><subject>Agricultural and forest climatology and meteorology. Irrigation. Drainage</subject><subject>Agronomy. Soil science and plant productions</subject><subject>Biological and medical sciences</subject><subject>Catchments</subject><subject>Discharge</subject><subject>Estimating</subject><subject>Freshwater</subject><subject>Fundamental and applied biological sciences. Psychology</subject><subject>General agronomy. Plant production</subject><subject>Hydrology</subject><subject>Irrigation. Drainage</subject><subject>Mathematical analysis</subject><subject>Mathematical models</subject><subject>Natural resources</subject><subject>Runoff</subject><subject>TECHNICAL PAPERS</subject><issn>0733-9437</issn><issn>1943-4774</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2012</creationdate><recordtype>article</recordtype><recordid>eNp1kFtLwzAUgIMoOKf_oQjCfOjMrUnrm9Q5BwNl0-dwGhPX2ctM2gf_vakbezMvh3P4ci4fQtcETwkW5G7ysM5nt4vVlGScxVxKPsXhcYxP0OhYO0UjLBmLQy7P0YX3W4wJlxiPkJw72G1KDVWUQ6X7CrqybaLWRusaqqHY6U1tmi56NfAVPZZeb8B9mkt0ZqHy5uoQx-j9afaWP8fLl_kif1jGwCTt4gJYktpUU0KoYIXBYR1cUEvlB2WaYwGpMJkoLM2ETjCENEl4QlMhQDBRsDGa7PvuXPvdG9-pOqxgqgoa0_ZekXAIwZTxNKD3e1S71ntnrNq5sgb3EyA12FJqsKUWKzWYUYMZdbAVPt8c5oAPMqyDRpf-2IEmUsrsjxN7LmBGbdveNeH844T_B_wCzZd40A</recordid><startdate>20120301</startdate><enddate>20120301</enddate><creator>Froehlich, David C</creator><general>American Society of Civil Engineers</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>8FD</scope><scope>F28</scope><scope>FR3</scope><scope>KR7</scope></search><sort><creationdate>20120301</creationdate><title>Graphical Calculation of Small Catchment Peak Discharge</title><author>Froehlich, David C</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a372t-ba358f8c211263be04770b2f27d23c406a86e96bf296c50aa8655452866a636b3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2012</creationdate><topic>Agricultural and forest climatology and meteorology. Irrigation. Drainage</topic><topic>Agronomy. Soil science and plant productions</topic><topic>Biological and medical sciences</topic><topic>Catchments</topic><topic>Discharge</topic><topic>Estimating</topic><topic>Freshwater</topic><topic>Fundamental and applied biological sciences. Psychology</topic><topic>General agronomy. Plant production</topic><topic>Hydrology</topic><topic>Irrigation. Drainage</topic><topic>Mathematical analysis</topic><topic>Mathematical models</topic><topic>Natural resources</topic><topic>Runoff</topic><topic>TECHNICAL PAPERS</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Froehlich, David C</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Technology Research Database</collection><collection>ANTE: Abstracts in New Technology & Engineering</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Journal of irrigation and drainage engineering</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Froehlich, David C</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Graphical Calculation of Small Catchment Peak Discharge</atitle><jtitle>Journal of irrigation and drainage engineering</jtitle><date>2012-03-01</date><risdate>2012</risdate><volume>138</volume><issue>3</issue><spage>245</spage><epage>256</epage><pages>245-256</pages><issn>0733-9437</issn><eissn>1943-4774</eissn><coden>JIDEDH</coden><abstract>A graphical procedure for calculating peak discharge from small catchments is developed on the basis of the standard Natural Resources Conservation Service (NRCS) rainfall-runoff hydrologic methods, in which rainfall excess obtained using the curve-number approach applied to 24-h design storms is transformed to runoff by means of triangular unit hydrographs. The solution is made dimensionless by grouping parameters, and, as a result, can be condensed into uncomplicated graphical relations that provide numerically precise peak flow rates. Mathematical expressions are also given that provide accurate approximations to the peak-discharge graphical relations. An additional result of the analysis is a comprehensive means of estimating rational-formula runoff coefficients for any location in the United States.</abstract><cop>Reston, VA</cop><pub>American Society of Civil Engineers</pub><doi>10.1061/(ASCE)IR.1943-4774.0000400</doi><tpages>12</tpages></addata></record> |
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source | American Society of Civil Engineers:NESLI2:Journals:2014 |
subjects | Agricultural and forest climatology and meteorology. Irrigation. Drainage Agronomy. Soil science and plant productions Biological and medical sciences Catchments Discharge Estimating Freshwater Fundamental and applied biological sciences. Psychology General agronomy. Plant production Hydrology Irrigation. Drainage Mathematical analysis Mathematical models Natural resources Runoff TECHNICAL PAPERS |
title | Graphical Calculation of Small Catchment Peak Discharge |
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