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几种防渗渠道断面的比较分析
引用本文:曹政权,齐广平,裴兵,李涛.几种防渗渠道断面的比较分析[J].甘肃农业大学学报,2006,41(5):134-138.
作者姓名:曹政权  齐广平  裴兵  李涛
作者单位:1. 甘肃农业大学,甘肃,兰州,730070
2. 兰州市水电设计院,甘肃,兰州,730030
3. 甘肃陇南水电设计院,甘肃,陇南,746000
基金项目:甘肃省教育厅项目(022-08)
摘    要:通过对防渗渠道的U形、梯形、矩形、半圆形、复合式、暗渠等断面组成及其水力学特性的对比分析,认为在防渗渠道的建设中,干、支渠应选用宽浅式梯形断面,而农渠中应选用U形断面.

关 键 词:防渗渠道  断面  水力学特性
文章编号:1003-4315(2006)05-0134-05
收稿时间:2006-06-08
修稿时间:2006-06-08

Comparison of several seepage control canals
CAO Zheng-quan,QI Guang-ping,PEI Bing,LI Tao.Comparison of several seepage control canals[J].Journal of Gansu Agricultural University,2006,41(5):134-138.
Authors:CAO Zheng-quan  QI Guang-ping  PEI Bing  LI Tao
Institution:1. Gansu Agricultural University,Lanzhou 730070; 2, Water Power Design Institute of Lanzhou City,Lanzhou 730030; 3, Water Power Design Institute of Longnan,Gansu Province 746000,China
Abstract:Based on analysis and comparison of cross-section composition and water hydraulic properties of several seepage control canals with"U"type,trapezoid,rectangle,semicircle,compound and underdrain types,a conclusion was drawn that the wide-shallow trapezoid cross-section should be chosen in the main and branch canals,while"U"type cross-section should be selected in sub-canals.
Keywords:seepage control canals  cross-section  water hydraulic property
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