1.
Research on River Flow Routing Scheme for Reaches from Large-scale Reservoirs to Downstream Control Stations in Yishuhe River Basin
沂沭河流域大型水库至下游控制站河道流量演算方案研究
2.
Effect of Objective Functions on Accuracy of Channel Flow Routing by Muskingum Method
目标函数对马斯京根法河道流量演算精度的影响
3.
Analyze on the Urban Flood Channel Peak Discharge
城区排洪河道设计流量计算方法研究
4.
Study on Ecological Water Requirement of Stream-Channel in the Plain Reach of Hai-River Basin;
海河流域平原河道生态环境需水量计算
5.
Evolution of the stem channel of Songhua River and water demand for maintaining channel stability
松花江干流河道演变与维持河道稳定的需水量研究
6.
Improved research on wetted perimeter method to calculate minimum stream ecological discharge
对计算河道最小生态流量湿周法的改进研究
7.
Minimum Instreaming Ecological Discharge by Using Improved Wetted Perimeter Method
用改进湿周法计算河道内最小生态流量
8.
Inverse Arithmetic and Its Application of the Heat Exchange Quantity Between Road Wall Rock and Wind Flow;
巷道围岩与风流热交换量的反演算法及其应用
9.
Analysis on Division Ratio of Bifurcated Channel and Riverbed Evolvement of Minjiang River;
闽江下游分流口河段分流比及河道演变分析
10.
Evolution Characteristics of Runoff in Yellow River Basin During 500 Years
黄河流域近500多年来径流量演变特征
11.
The primary estimation of ecological water requirement of Weihe river in Guanzhong region,Shaanxi Province,China
渭河(陕西段)河道生态需水量估算
12.
Eco-environmental Water Demand about the Main Current of the Huifa River in River Course;
辉发河干流河道生态环境需水量研究
13.
Bed Evolution Analysis for Shiping-Yumenkou Section Waterw ay of Yellow River North Main Stream
黄河北干流石坪至禹门口段航道河床演变分析
14.
Study on the Effect of Channel Leakage on Flood Routing of Dagu River
大沽河干流渗漏对河道洪水演进的影响研究
15.
Analysis on decrease trend of water diversion quantity of four outlets of the Jingjiang River
荆南四口河道分流流量衰减趋势分析
16.
RS-Based Retrieval Model of Water Depth and Analysis of Main Channel Evolution in the Lower Minjiang River
闽江下游干流水深遥感与河道演变分析
17.
Calculation on carrying capacity of river water environment using extended blind number
基于盲数理论的河流水环境容量计算
18.
A Comparative Analysis for Calculating Method of Area Rainfall over Huaihe River Basin
淮河流域面雨量计算方法的比较分析