Download or read book Probable Maximum Storm Computation Eastern U S written by Hydrologic Engineering Center (U.S.) and published by . This book was released on 1984 with total page 102 pages. Available in PDF, EPUB and Kindle. Book excerpt:

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Download or read book HMR52 written by Hydrologic Engineering Center (U.S.) and published by . This book was released on 1984 with total page 89 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Download or read book Probable Maximum Flood Estimation eastern United States written by Paul B. Ely and published by . This book was released on 1984 with total page 18 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Download or read book Computer assisted Floodplain Hydrology and Hydraulics written by Daniel H. Hoggan and published by McGraw-Hill Professional Publishing. This book was released on 1997 with total page 710 pages. Available in PDF, EPUB and Kindle. Book excerpt: A review of modelling techniques for floodplain hydrology and hydraulics. This updated edition includes HEC-RAS the next generation (in Windows environment) successor to HEC-2. It also covers current modelling software and contains examples for short course and classroom use.

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Download or read book GIS Static Storm Model Development written by Francisco Olivera and published by . This book was released on 2004 with total page 78 pages. Available in PDF, EPUB and Kindle. Book excerpt: Rainfall runoff modeling at a watershed scale requires the definition of the storm event and of the conveying characteristics of the watershed. This research project focuses on the geographic definition of the storm event, that is, on the spatial distribution of precipitation over the watershed. As the watershed size increases, the likelihood that a storm will cover the entire watershed decreases, and it becomes necessary to identify which parts of the watershed are affected by the storm and which are not. Traditionally, precipitation estimates have been based on precipitation records obtained at discrete points (i.e., precipitation stations), which led to depth-duration-frequency (DDF) equations or curves. An estimate of the area covered by the storm event, however, has not been included in the analysis, and it has been customary to assume it uniformly distributed over the entire watershed, regardless of its size. Thus far, no model has been developed to map the area of the watershed that is covered by the storm, as well as to determine the spatial distribution of precipitation over this area. Use of NEXRAD precipitation data, however, will allow the development of a model and geographic-information-systems (GIS) based application that relaxes the assumption of uniformly distributed precipitation and estimates the storm precipitation distribution within the watershed.

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