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Titlebook: Soil Conservation Service Curve Number (SCS-CN) Methodology; Surendra Kumar Mishra,Vijay P. Singh Book 2003 Springer Science+Business Medi

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發(fā)表于 2025-3-21 20:06:53 | 只看該作者 |倒序?yàn)g覽 |閱讀模式
書目名稱Soil Conservation Service Curve Number (SCS-CN) Methodology
編輯Surendra Kumar Mishra,Vijay P. Singh
視頻videohttp://file.papertrans.cn/872/871219/871219.mp4
叢書名稱Water Science and Technology Library
圖書封面Titlebook: Soil Conservation Service Curve Number (SCS-CN) Methodology;  Surendra Kumar Mishra,Vijay P. Singh Book 2003 Springer Science+Business Medi
描述The Soil Conservation Service (SCS) curve number (CN) method is one of the most popular methods for computing the runoff volume from a rainstorm. It is popular because it is simple, easy to understand and apply, and stable, and accounts for most of the runoff producing watershed characteristics, such as soil type, land use, hydrologic condition, and antecedent moisture condition. The SCS-CN method was originally developed for its use on small agricultural watersheds and has since been extended and applied to rural, forest and urban watersheds. Since the inception of the method, it has been applied to a wide range of environments. In recent years, the method has received much attention in the hydrologic literature. The SCS-CN method was first published in 1956 in Section-4 of the National Engineering Handbook of Soil Conservation Service (now called the Natural Resources Conservation Service), U. S. Department of Agriculture. The publication has since been revised several times. However, the contents of the methodology have been nonetheless more or less the same. Being an agency methodology, the method has not passed through the process of a peer review and is, in general, accepted
出版日期Book 2003
關(guān)鍵詞Filtration; Infiltration; environment; forest; hydrology; pollutants; simulation; transport; water; hydrogeol
版次1
doihttps://doi.org/10.1007/978-94-017-0147-1
isbn_softcover978-90-481-6225-3
isbn_ebook978-94-017-0147-1Series ISSN 0921-092X Series E-ISSN 1872-4663
issn_series 0921-092X
copyrightSpringer Science+Business Media B.V. 2003
The information of publication is updating

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發(fā)表于 2025-3-21 22:40:57 | 只看該作者
Introduction, modeling is basic to design of a wide variety of hydraulic structures, environmental impact assessment, evaluation of the impact of climate change, irrigation scheduling, flood forecasting, planning of tactical military operations, augmentation of runoff records, pollution abatement, watershed management, and so on.
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Sediment Yield,related to a complex interaction between topography, geology, climate, soil, vegetation, land use, and man-induced influences. Water, wind, and ice are the primary agents of soil erosion, with water being the most prominent of them.
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Transport of Urban Pollutants,logists, and environmentalists. Water pollution can occur above, on, or below the land surface in several forms. This chapter, however, deals specifically with the pollution of the surface water and its transport in urban areas during the processes of rainfall-runoff, river flow, and snowfall.
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發(fā)表于 2025-3-22 14:38:42 | 只看該作者
Introduction, respect to their occurrence, distribution, movement, storage, and development. Hydrology plays a fundamental role in addressing a range of issues related to environmental and ecological management and societal development. Central to addressing these issues is rainfall-runoff modeling which, in par
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SCS-CN Method,NEH-4) published by the Soil Conservation Service (now called the Natural Resources Conservation Service), U.S. Department of Agriculture in 1956. The document has since been revised in 1964, 1965, 1971, 1972, 1985, and 1993. The SCSCN method is the result of exhaustive field investigations carried
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,Determination of ‘S’ Using Physical Principles,ic concept described in Chapter 3. The SCS-CN parameter S was shown to represent the maximum possible retention of water in the soil profile or the maximum cumulative amount of dynamic infiltration. This description is closely associated with the discussion of Mockus (1964) (Chapter 2) on the physic
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