简介：TheflowthroughasinglefractureisnumericallystudiedbymeansoftheFluentSoftware.Theresultsshowthattheroughnessofthefracturesignificantlyaffectsthehydraulicconductivityinthefractureascomparedwiththecubiclawmodelwidelyusedtodescribetheflowbetweentwosmoothparallelplates.Anewmodelisproposedinthispaper,thenon-symmetricsinusoidalfracturemodel,tosimulatetheflowinarealfracture.Thismodelinvolvestwosinusoidal-varyingwallswithdifferentphasestoreplacetheflatplanesinthecubiclawmodel.Therelationshipsbetweentheeffectivehydraulicaperturesandthephaseretardationfordifferentrelativeamplitudesandwavelengthsarenumericallyinvestigated.Asimpleexpressionoftheeffectivehydraulicapertureofthefractureisobtained,togetherwiththelawoftheeffectivehydraulicapertureagainsttheamplitude,thephaseretardationandthewavelengthoftwosinusoidal-varyingwalls.

简介：到湖的地下水分泌物和滋养的流动fromnearshoreunconfmed含水土层的一个简单评价模型被学习。含水土层同类地是permeableisotropic，它的厚度接近了到湖的深度，这被建议。沿着分泌物地区werediscussed的横断的thehydraulic坡度和特定的分泌物的分发。结果证明地下水分泌物模式与倾斜角度oflakeshore底部变化。为有轻轻的斜坡底部的一个浅湖，groundwaterto湖的分泌物的率不越过一个分泌物地区是不变的，但是分泌物在Dupuit假设是无效的沿岸的地区的narrowportion被集中。dischargezone的宽度是有含水土层厚度和湖底部的斜坡的关联词。水力的坡度和地下水分泌物率指数地给予与的分发functionsof近海距离。