| 1. | Numerical simulation for 1d dam - break flows with weno scheme
格式的一维溃坝波的数值计算 |
| 2. | Review and progress of research in numerical simulation of dam - break water flow
溃坝水流数值模拟研究进展 |
| 3. | One - dimensional dam - break water flow numerical simulation based on eno schemes
格式的一维溃坝水流数值模拟 |
| 4. | Simulation of one dimension dam - break flow - space - time conservation scheme
基于二层决策的第三方物流分包合同设计 |
| 5. | The second part used the river geography data get from gis into xiangshan reservoir dam - break simulation system
第二部分将gis所得到的河道地理数据用于象山水库溃坝模拟计算。 |
| 6. | When the model is applied to a historical dam - break flood , the computational results agree well with hydrographic station records and flood tracking investigation
依据水量平衡原理及水流连续性条件，建立了支流蓄泄库容关系和支流倒回灌数学模型。 |
| 7. | Various computational examples are presented in the paper for different cases , such as simultaneous routing of main and branch streams , routing of dam - break flood , computation of simultaneous outflow from dam , flood calculation in watercourse with multiple branch steams , and computation of the hydraulic grade line in the reservoir
论文针对不同条件分析了干支流同时演进计算、溃坝洪水计算、干支流大坝泄洪对下游的影响、多支流河道演算和库区水面线的计算。 |
| 8. | The construction of middle and small - size reservoirs is impact - profound human activities . this paper aims to conduct flood - routing of designed inflow floods of downstream reservoirs under consider ation of existence of upstream middle and small - size reservoirs , quantitatively analyze the degree of impact of the upstream reservoirs " dam - break floods or flood - regulating functions on design inflow floods of the downstream reservoirs
上游修建多个中小水库就是一种较大规模的人类活动，本文研究旨在考虑上游多个中小水库影响的条件下，对现有的下游水库设计入库洪水过程进行调洪演算，定量分析上游中小水库的蓄泄对下游水库设计入库洪水过程调度的影响程度。 |
| 9. | This part analyzed and compared many kinds of solvement of dam - break , then the adopted traditional one - direction b . saint . venant equation and conceal format to calculate the proceeding of dam - break flood , then according to calculation result analyzed influence of villages located beside fabiela river from dam - break flood
这一部分首先分析比较了溃坝波的各种求解方法，然后采用传统的一维圣维南方程组和隐式差分格式进行了溃坝洪水演进计算，然后根据计算结果分析了各种溃坝情况下洪水对河道两岸村屯的影响。 |
