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contributor authorA. D. Schneider
contributor authorO. R. Jones
date accessioned2017-05-08T20:46:30Z
date available2017-05-08T20:46:30Z
date copyrightSeptember 1983
date issued1983
identifier other%28asce%290733-9437%281983%29109%3A3%28309%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26733
description abstractA 0.20‐ha (0.5‐acre) recharge basin was tested for conserving storm runoff that collected in a 16‐ha (40‐acre) playa in the Southern High Plains. The basin was constructed by removing 1.2 m (4 ft) of soil to expose permeable sediments. Turbid water was pumped from the playa to the basin during eight tests over a 7‐yr interval. Average recharge rate during 187 days of flooding was 0.373 m/d (1.22 ft/day). After three recharge tests during the first year, no maintenance was done to the basin bottom. Our research showed that recharge basins could be an effective technique for partially replenishing the depleted Ogallala Aquifer.
publisherAmerican Society of Civil Engineers
titleBasin Recharge of Playa Water
typeJournal Paper
journal volume109
journal issue3
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)0733-9437(1983)109:3(309)
treeJournal of Irrigation and Drainage Engineering:;1983:;Volume ( 109 ):;issue: 003
contenttypeFulltext


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