Show simple item record

contributor authorAthanasios Loukas
contributor authorMichael C. Quick
date accessioned2017-05-08T20:42:15Z
date available2017-05-08T20:42:15Z
date copyrightDecember 1995
date issued1995
identifier other%28asce%290733-9429%281995%29121%3A12%28889%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24082
description abstractData from the Seymour River watershed in southwestern British Columbia were used to develop a 24-h design storm for the coastal region. The study showed that there is only a small variation in the time distribution of the storm with elevation, and comparison with the results of other studies and data from other stations showed that the findings of this work are transferable to other areas of the region. Simulation of the streamflow in a watershed of the region revealed that the developed 10% time probability curve and the Soil Conservation Service Type IA curve reproduce the observed peak flows. Analysis of the spatial distribution of the annual extreme 24-h storms showed that the mean annual precipitation, which increases up to an elevation of 400–800 m, and then levels off or even decreases, can be used as an index for the estimation of the 24-h extreme rainfall. Although the study has been concentrated on the coastal British Columbia, there are indications that the results may be applicable to the greater region of the coastal Pacific Northwest.
publisherAmerican Society of Civil Engineers
title24-H Design Storm for Coastal British Columbia
typeJournal Paper
journal volume121
journal issue12
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1995)121:12(889)
treeJournal of Hydraulic Engineering:;1995:;Volume ( 121 ):;issue: 012
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record