CER60BMR52.Includes bibliographical references

Reich, Brian McKenzie

English

Reich, Brian McKenzie, author

Colorado State University, Civil Engineering Department, publisher

Mountain Scholar (Digital Collections of Colorado and Wyoming)

ANNOTATED Bil3LIOGRAPHY AND COMMENTS ON THE ESTlMATION OF FLOOD PEAKS FROM SMALL WATERSHEDS by ) ,J B. M. Reich; Department of Agriculture) Union of South Africa currently studying for the Ph.D. degree Civil Engineering Department Colorado qtate University Fort Collins, Colorado LI BRMi, aORADO STATE UWl~'dt~lf.'ti . ·, .. - --. 'DSW CER60BMR52 ANNOTATED BmLIOGRAPHY AND COMMENTS ON THE ESTJMATION OF FI.DOD PEAKS FROM SMALL WATERSHEDS by B. M. Reich; Department of Agriculture, Union of South Africa currently studying for the Ph.D. degree Civil Engineering Department Colorado State University Fort Collins, Colorado CER60BMR52 Abstract •• Introduction • Procedure Results Discussion. TABLE OF CONTENTS . .. Infiltration Approach , ••• Unit Hydrograph • . • . . , , Regional Synthesis of Frequency Analysis ••••• The Rational Method ••••••••• , • Current s.c.s. Methods. Recommendations i 1 2 3 54 54 56 57 57 58 61 Rainfall-Intensity-Frequency Determinations 62 Time-Distribution of Storm Rainfall • • • • • • • 62 Antecedent Precipitation Index. . . •••.•• , 63 Infiltration .•• , •• , . • , • , ••• , • 63 Rainfall Runoff Observations , . , , , , • , 64 Areal Distribution . . . . . . • , 64 Probable Maximum Storms •.. , , • • • • • . • • 65 Summary •••. Acknowledgements 66 66 ABSTRACT Some one hundred and eighty books and articles were reviewed for information of value in the estimation of peak runoff from small watersheds in and around the size range from 200 acres to three square miles. Their contents have been abstracted with emphasis on material pertinent to design methods. They have also been classified according to sixteen subject headings. The most useful estimati on methods are briefly discussed, with special reference to procedures followed by the USDA Soil Conservation Service. Research programs are proposed which could bridge the gap between existing data and the application of more refined estimation techniques in countries where hydrometeorology is less advanced than it is in the United States of America. -i-JNTRODUCTIOH Initially the object of this review was to explore the methods currently used in the estimation of design floods from small watersheds. It has gro"Wil into a review of the vast field of literature which appears pertinent. Arbitrary lower and upper limits of 200 acres and three square miles, respectively, were set on the watersheds. The lower limit was chosen to exclude plot, single field, and elemental airfield strip type - situations. The upper limit signified the exclusion of a water-shed which is so large that the chance location of a storm in one portion of it, or the movement of a storm across the area, would markedly a:ffect the relation between rainfall and peak runoff rate. These limits of size must obviously be flexible. In fact, the material reviewed also concerns smaller and larger watersheds. More detail has been retained, however, in the abstracts of material pertaining to small watersheds. Encroachment into related subject matter fields is unavoid-able. This occurred where the classification of an article in an abstracting journal or its title was misleading. For instance "runoff" is used to signify direct runoff during a storm sometimes, while other times it has the connotation of annual runoff, which does not concern us here. The contents of all such articles have been briefly listed here so that future workers may be saved the inconvenience of consulting inappropriate references. Watersheds within the selected small size class are very sparsely represented by experimental data. This can be appreciated ' ~. ' . . •",. ~· from studying the size-distribution of the instrumented watersheds maintained and/or analyzed by the USDA, ARS (1958). Out of a total of -1-335 watersheds which they study} only 31 have areas within the range 200 acres to three square miles} while 236 watersheds have areas less than 50 acres. PROCEDURE As many technical papers and bulletins were reviewed as possible • . Abstracting and indexing journals used in the process included} amongst others: Applied Science and Technology} Engineering IndexJ Bibliography of Agriculture} both volumes of the Annotated Bibliography of Hydrology} Agricultural IndexJ Forestry Abstracts and Bibliography of North American Geology. Some of t he classical work} like the article by Ramser (1927)J are included since they are frequently referred to even in modern literature. In abstracting any article, accent was laid on the phases which apply to determining flood peaks on small watersheds. Any extr~eous material i s simply l i sted briefly by name. Wherever possible the areas of the watersheds involved ar e denoted. In the section entitled "Results" , one or more capital letters appear to the left of each author's name. These symbolize the type of material covered in each article and should facilitiate the tracking down of specific subjects. The symbols have the following significance:-A regional synthesis of flood peaks B watersheds larger than about three square miles C time of concentration D design recommendations - 2 -

Annotated bibliography and comments on the estimation of flood peaks from small watersheds

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Annotated bibliography and comments on the estimation of flood peaks from small watersheds

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