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51.
Li Wei College of water conservancy Hydropower Engineering Wuhan Univerity Wuhan ChinaChen Wen-xue Xie Sheng-zong China Institute of Water Resources Hydropower Research Beijing China 《水动力学研究与进展(B辑)》2002,14(4)
1 . INTRODUCTIONTheturbulentstructuresinnon circularductsandopenchannelsarecharacterizedbylongitudi nalvortices .Thesevorticesareth 相似文献
52.
EXPERIMENTAL INVESTIGATIONS ON DIFFUSION CHARACTERISTICS OF HIGH CONCENTRATION JET FLOW IN NEAR REGION 总被引:3,自引:2,他引:1
Zhang Yan Wang Dao-zeng Fan Jing-yu Shanghai University Shanghai Institute of Applied Mathematics Mechanics Shanghai China 《水动力学研究与进展(B辑)》2001,(1)
1 . INTRODUCTIONTheresearchofjetisanimportantfieldinfluidmechanics.Italsohasmanyapplicationsinengineering ,forexample ,thedischargeofpollutantandcoolingwaterinindustries .Whentheinitialdensityofthejetisdifferentfromthatoftheambientwaterbody ,thejetwillbeaf… 相似文献
53.
Scarf (Int. Econ. Rev. 1 (1960) 157) proposed a model of dynamic adjustment in which the standard tatonnement price adjustment process orbits around, rather than converges to, the competitive equilibrium. Hirota (Int. Econ. Rev. 22 (1981) 461) characterized the price paths. We explore the predictions of Scarf's model in a non-tatonnement experimental double auction. The average transaction prices in each period do follow the path predicted by the Scarf and Hirota models. When the model predicts convergence the data converge; when the model predicts orbits, the data orbit in the direction predicted by the model. Moreover, we observe a weak tendency for prices within a period to follow the path predicted by the model. 相似文献
54.
在天然河道中,河势演变虽具有一定的随机性,但仍有一定的规律可循,在一个河段内,一般可归纳出2-3条基本流路,为控制河势变化,需要选择出一条基本流路进行河道整治,当连续发生枯水期或洪水期时,部分河段的河势可能出现大的变化,为防止不利河势向下游传播,可修建较长的龙头弯道工程,利用龙头弯道工程分段调整,控导河势,保持河势稳定。 相似文献
55.
正交曲线坐标下三维代数应力通量模型 总被引:7,自引:1,他引:6
针对弯曲及不规则明渠的水动力及物质输运特性,本文建立了曲线坐标系下的三维代数应力通量数学模型,对平面上弯曲及不规则复杂边界情形,采用Poisson方程进行正交曲线坐标变换,各向异性的湍流代数应力通量模型被引用于本文的模拟计算中,以体现复杂边界条件引起的水动力及物质输运特性的变化。通过180度强弯曲明渠水槽及贵溪电厂不规则边界河段物理模型试验两个实例计算表明,实测值与计算吻合良好,效果令人满意。 相似文献
56.
提出采用具有附加线性约束的网络规划法,可把混联梯级水电站分解为几个子网络,简化了每个子网络的求解计算,从而加速大电网复杂的经济调度的计算速度。 相似文献
57.
Jan A. Derecki 《Journal of Great Lakes research》1985,11(3):201-207
Periodic man-made changes in the outlet of Lake Huron through the St. Clair River date back to the middle of the last century. These artificial channel changes have been well documented during the present century. They consist of dredging for commercial gravel removal in the upper river during 1908–25 and uncompensated navigation improvements for the 7.6-m (25-ft) and 8.2-m (27-ft) projects completed in 1933 and 1962, respectively. The total effect of these changes on the levels of Lakes Michigan and Huron (hydraulically one lake) and on the upper St. Clair River profile was determined with dynamic flow models. The ultimate effect of the above dredging was a permanent lowering of the Lake Michigan-Huron levels 0.27 m (0.89 ft), which represents a tremendous loss of freshwater resource [32 km3 (7.7 mi3)]. 相似文献
58.
Simulation of water and nitrogen dynamics in soils during wastewater applications by using a finite-element model 总被引:4,自引:0,他引:4
Vassilis Z. Antonopoulos 《Water Resources Management》1993,7(3):237-251
A mathematical model was developed to simulate water movement, mass transport, and nitrogen transformations in soils during wastewater applications. The model is one-dimensional and based on the Galerkin finite-element method. The submodel of mass transport of nitrogen incorporates the convection-dispersion processes of ammonium and nitrate nitrogen, nitrification, denitrification, ammonium exchange and uptake of ammonium and nitrate ions. The accuracy and validity of the proposed model was examined by comparison with an explicit-implicit finite-difference model results. The model was used for simulation of water and nitrogen dynamics during wastewater application in homogeneous and multi-layered soils under different N concentration, rate, duration and scheduling of application. 相似文献
59.
Aerodynamic loads on a multi-bladed helicopter rotor in hovering flight were calculated by solving the three-dimensional incompressible Navier-Stokes equations. The rotor wake effects were accounted by the correction of local geometric angle of attack according to a free-wake modeling in addition to an empirical modification for the tip flow effect. The validity and efficiency of the present method were verified by the comparisons between numerical results and experimental data. 相似文献
60.
NUMERICAL SIMULATION OF TIP-CLEARANCE FLOW IN CASCADE 总被引:1,自引:1,他引:0
Chen Long Yang Chen jun Wang Guo qiangSchool of Naval Architecture Ocean Engineering Shanghai Jiaotong University Shanghai China 《水动力学研究与进展(B辑)》2003,15(1)
1 . INTRODUCTIONTip clearanceflowsoccurinvariousengineer ingapplicationssuchasaxial flow pumpsandduct edpropellers .Theinertialforcesactinguponthefluidinthenarrow gapbetweenbladetipandthesurroundingwallaresufficientto generateatipleakagevortexonthesuctions… 相似文献