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.

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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).

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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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