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Feb n 2 p 651-653: Discussion by R. Bollansbee and H. K. Fox of paper published in Nov. 1927 issue. Apr n 4 p 1235-1242: Discussion by C. H. Lee, whose experience in estimating flood discharges from formulas has led him to favor rational method rather than stream-group method; flood discharge depends on intensity of rainfall and amount of run-off finding its way immediately into drainage channels; rational method of estimating flood discharge was originally used in estimating maximum run-off from urban and suburban areas in connection with storm-sewer design. Sept n 7 p 2107-2117: Author's closure, in which he states that most flood formulas have been based on variation of flood run-off with size of drainage area; effect of storage regulation; precipitation and run-off for German streams.
Feb n 2 p 651-653: Discussion by R. Bollansbee and H. K. Fox of paper published in Nov. 1927 issue. Apr n 4 p 1235-1242: Discussion by C. H. Lee, whose experience in estimating flood discharges from formulas has led him to favor rational method rather than stream-group method; flood discharge depends on intensity of rainfall and amount of run-off finding its way immediately into drainage channels; rational method of estimating flood discharge was originally used in estimating maximum run-off from urban and suburban areas in connection with storm-sewer design. Sept n 7 p 2107-2117: Author's closure, in which he states that most flood formulas have been based on variation of flood run-off with size of drainage area; effect of storage regulation; precipitation and run-off for German streams.
Maximum flood discharge in San Joaquin valley, California
Am. Soc. Civ. Engrs. -- Proc
Reed, O. (author)
1928
6 Figs.
Article (Journal)
English
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Maximum flood discharge in San Joaquin valley, California
Engineering Index Backfile | 1927
|Recycling Drainage Water in San Joaquin Valley, California
British Library Online Contents | 1993
|