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实例计算表明，层面的渗流单宽流量计算值和实测值很相近。
The estimation example shows that on layer surface seepage discharge per unit width is approximates to measured value.
单宽渗流量小于或等于允许设计渗流量（以蓄水水能利用为原则）。
The discharge of seepage per unit width q is lower than or equal to the allowable design discharge (in consideration of storage and exploitation of water energy).
最后，给出了小浪底水库异重流单宽输沙率公式，并得到其它水库资料验证。
Finally the formula of unit sediment rate of density flow in Xiaolangdi reservoir has been pointed out and the data of other reservoirs has been verified.
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