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The Discuss of the Formula of Flow Loss and Water Using Coefficient on Seepage Proofed Channel
作者姓名:MENBao-hui  ZHOUQing-guo
作者单位:[1]NortheastAgriculturalUniversityHeilongjiangHarbin,Heilongjiang150030,PRC [2]HeilongjiangMiddleNenjiangRiverwaterDiversimprojectConstructionLtd.Con.,Qiqihar161002,PRC
摘    要:On the basis of the analysis about present water resource situation in China,the disadvantage of the formula of low loss and water using coefficient on anti-seep channel which have been applying in channel design and water saving irrigation administration will be indicated in the paper.The characteristics of that the loss of conveying water is changeable with the flow changing have been take into account in the new formula.The formula is validated by the example of middle permeable channel(A=1.90,m=0.40).The calculate result is more precision.Also some formula has been given,they can be referred to the worker of the irrigation administration.

关 键 词:节水灌溉  渠道  流动损失  水利用系数  防渗渠

The Discuss of the Formula of Flow Loss and Water Using Coefficient on Seepage Proofed Channel
MEN Bao-hui,HUANGJin-bai,ZHOU Qing-guo.The Discuss of the Formula of Flow Loss and Water Using Coefficient on Seepage Proofed Channel[J].Journal of Northeast Agricultural University,2001,8(1):43-48.
Authors:MEN Bao-hui  HUANGJin-bai  ZHOU Qing-guo
Abstract:On the basis of the analysis about present water resource situation in China,the disadvantage of the for- mula of flow loss and water using coefficient on anti-seep channel which have been applying in channel de- sign and water saving irrigation administration will be indicated in the paper. The characteristics of that the loss of conveying water is changeable with the now changing have been take into account in the new formula. The formula is validated by the example of middle permeable channel (A=1.90,m=0.40). The calculate re- sult is more precision. Also some formula has been given,they can be referred to the worker of the irrigation administration.
Keywords:water resource  water saving irrigation  channel  flow loss  water-using coefficient
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