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丘陵-平原-濕地復(fù)合區(qū)降雨徑流數(shù)值模型
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國家自然科學(xué)基金項目(51109036),、中國博士后科學(xué)基金項目(2013M541332)、黑龍江省博士后項目(LBH-Z12041),、黑龍江省水利廳科研開發(fā)項目(201318)和東北農(nóng)業(yè)大學(xué)科學(xué)研究基金項目(2012RCB57)


Numerical Model of Rainfall Runoff in Hills-Plain-Wetland Compound Area
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    摘要:

    針對丘陵-平原-濕地復(fù)合地區(qū)降雨徑流數(shù)值模型較少,、而已構(gòu)建的模型對水文要素空間分布和濕地區(qū)水流運動又反映不足,采用格子玻爾茲曼法和有限元法構(gòu)建丘陵-平原-濕地復(fù)合區(qū)降雨徑流數(shù)值模型,。在模型構(gòu)建過程中將復(fù)合區(qū)分為地勢起伏較大的上游丘陵區(qū)和下游地勢變化較小的平原濕地區(qū),。上游丘陵區(qū)降雨采用距離平方倒數(shù)法計算降雨空間分布、采用格子玻爾茲曼法建立非飽和區(qū)土壤水運動模型,、利用達西公式建立飽和區(qū)水流運動模型,、利用格子玻爾茲曼法構(gòu)建匯流數(shù)值模型,進而構(gòu)建了上游區(qū)的降雨徑流數(shù)值模型,。平原濕地區(qū)采用基于有限元四邊形單元構(gòu)建了水流運動數(shù)值模型,。平原濕地區(qū)入口邊界采用上游區(qū)降雨徑流數(shù)值輸出的流量過程,平原濕地區(qū)出口邊界采用基于格子玻爾茲曼法的匯流模型計算的水位過程,。四邊形單元有限元求解水流運動方程實現(xiàn)了上,、下游區(qū)的無縫連接,模型使用比較方便,。以撓力河流域為研究對象進行了降雨徑流和平坦區(qū)水流運動模擬研究,,模擬結(jié)果良好,說明模型較為可靠,。

    Abstract:

    There are few numerical models on rainfall runoff in hills-plain-wetland compound area, and the existing models can not definitely reflect the characteristics of hydrological elements spatial distribution and hydrological cycle in wetland. A numerical model on rainfall runoff was constructed in hills-plain-wetland compound area by using lattice Boltzmann method (LBM) and finite element method. When constructing the model, the compound area was divided into upstream hilly region with great topographic relief and downstream plain wetland with little topographic relief. In the upstream hilly region, spatial distribution of rainfall was calculated with the inverse distance method, soil motion model in unsaturated zone was constructed with LBM, water flow model in saturated zone was constructed with Darcy formula, numerical model of runoff was constructed with LBM, and then the numerical model of upstream rainfall runoff was constructed. Numerical model of water flow on plain wetland was constructed by using the finite element method with quadrilateral element. The entry water level boundary of plain wetland used the numerical output water level process of rainfall runoff in upper reaches, and export water level in plain wetland was achieved by calculating the export water process of watershed based on the numerical model constructed with LBM. The flow motion equation was solved with quadrilateral finite element method, which realized the seamless connection of the upstream area and the downstream area, and made the application of the model more convenient. Rainfall runoff and flow in plain area was simulated, with the Naoli river watershed as an example, and the simulation result was good, which means that the model is reliable.

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宮興龍,付強,王斌,邢貞相,王敏.丘陵-平原-濕地復(fù)合區(qū)降雨徑流數(shù)值模型[J].農(nóng)業(yè)機械學(xué)報,2016,47(11):142-149. Gong Xinglong, Fu Qiang, Wang BinXing, Zhenxiang, Wang Min. Numerical Model of Rainfall Runoff in Hills-Plain-Wetland Compound Area[J]. Transactions of the Chinese Society for Agricultural Machinery,2016,47(11):142-149.

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  • 收稿日期:2016-03-27
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  • 在線發(fā)布日期: 2016-11-10
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