The next work is to apply this subsurface runoff model and the soil moisture model with dynamic representation of the groundwater table to climate simulations 进一步的工作是要把这样的地下径流模型与地下水位动态表示的土壤水模型应用于气候模拟
In this paper , a physics - based subsurface runoff parameterization with water storage and recharge based on the boussi - nesq - storage equation is presented . this paper is or - ganized as follows 1基于boussinesq - storage方程的地下径流机制下面主要是以潜水面上的boussinesq方程为基础来建立地下径流模型
Now , the b - s subsurface runoff model and the soil moisture model with with dynamical representation of the groundwater table have both been coupled to the community land model 25 , 30 to perform some validation simulations 其次将该地下径流机制与地下水位动态表示的土壤水模型一起耦合到陆面模式clm 25 , 26里作验证试验
The simulations show that the subsurface runoff model can reasonably simulate the variation of the subsurface runoff during 11 years from 1980 to 1990 in this river basin , which will be useful to improving land hydraulic simulations 结果表明:该模型合理地模拟该区域10年内基流的变化,对于改进陆面水文模拟是有意义的
Change of surface runoff and land subsurface runoff would result in change of soil moisture and water and energy bal - ance between the land surface and atmosphere and would ultimately influence climate 地表地下径流的改变都会引起土壤水分含量的变化,进一步影响到陆地表面与大气之间的水分通量与热通量的变化,从而对气候产生影响
The discharge over the total region of this catchment is the mean subsurface runoff . fig . 5 shows a comparison between simulated daily subsurface runoff and separated daily subsurface runoff from 1985 to 1987 从这两个对比图可以看出:所发展的“ b - s ”地下径流模型能够比较合理地模拟该流域1980 1990年的地下径流的变化情况,模拟的地下径流与降水的对应关系也比较好
It can be seen from the temporal behavior of the three aquifers that hillslopes with a larger inclination react significantly quicker to the re - charge input and tend tend to drain faster than nearly hori - zontal aquifers . this is caused by the increasing it can therefore be estimated using a finite differ - ence approximation , ststttntlqsnt where t is a discrete change in time . so the subsurface runoff parameterization with wa - ter storage and recharge based on the boussinesq - storage equation is founded 很显然对于同样的入渗强度,地下径流深随着坡度的增大而变化明显,这里面关science in china ser . d earth sciences第4期? ?田向军等:基于boussinesq - storage方程同时考虑水分储存和入渗的地下径流机制379图2模型参数的敏感性键的原因在于随着坡度的增大,重力的因素起到了更大的作用
11 can be a subsurface runoff parameterization with water storage and recharge based on the boussinesq - storage equation 625 written as 11 ee sineee sine . nnnnktaxbtnnuxktbtnsknnktbtaxnnuxktbtnsknnhxtwfnxhkbwfnxhkb letting t tend to infinity , one can get the steady aquifer function hs 13 : 1 sinee . uxaxnsksnnnfnhxxhkb multiplying through by the specific yield , f , and in - tegrating with respect to x between 0 and l gives the drainable storage associated with this steady - state free surface 下面考虑整个潜水面的一种稳定状态,也就是是对于任意一个恒定的入渗,当时间时潜水面将达到稳定的状态不再发生变化,这个时候显然有, 0 , . sntnt t , ssqnl也就是入渗补充量等于地下径流量
Through examination of the recession limbs of the observed hydrographs , during periods with no rain and thus no surface runoff , one can determine the value of . for this catchment , a value of 0 . 8 is obtained . the simulated subsurface runoff at each grid is routed to the outlets through a unit - hydrograph method for overland flow and the linear saint - venant equation for channel flow to get the discharge at xixian station 对所研究的流域而言,经过估算消退系数为0 . 8 .耦合着这两种不同地下径流机制的clm模型都可以计算出每个网格的地表地下径流深,采用dag lohman 34 , 35发展的汇流模型进行汇流由于是研究地下径流,所以取每个网格的地表径流为0 ,该模型采用单位线计算坡面汇流线性圣维南saint - venant equation进行河道汇流
This model is validated by a subsurface flow separation algorithm for an ex - ample river basin , which shows that the new model can simulate the subsurface flow reasonably . keywords : subsurface runoff parameterization , boussinesq - storage equation , water storage and re - charge . hydrological processes including surface runoff , subsurface runoff , and soil water movement play a great role in land surface processes 文中基于boussinesq - storage方程建立了同时考虑潜水面水分储存和非饱和层水分入渗两方面影响的地下径流机制,并利用流域水文资料以及地下径流分离算法验证了所建立模型的可靠性,结果表明该模型能够比较合理地模拟地下径流的变化情况