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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.
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 applied 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 taken 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.