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61.
长江的水利资源极为丰富,同时也造成洪水泛滥。三峡工程的兴建既可解除洪灾水患,又可充分利用水利资源造福人民。本文从各个角度论述了兴建长江三峡水利工程的重大历史意义和现实意义。 相似文献
62.
本文用特解边界元法及蒙特卡罗边界法计算了弹性地基上重力坝坝踵界面裂缝的断裂可靠度,找出了断裂韧度的均值是影响坝踵界面裂缝可靠度的主要因素,同时指出:区分裂缝的类型对断裂可靠度计算来说是十分重要的。文中还定量分析了地基刚度对裂缝断裂可靠度的影响。计算结果表明:地基刚度对裂缝断裂可靠度的影响甚大,不可忽视。计算还表明:扬压力对断裂可靠性来说仍是一种极为不利的因素。 相似文献
63.
This paper investigated the relationship between the annual variation of the algae population and the physicochemical properties
of the water reservoired in the Gachang Dam in the hopes of serving as a guideline in the production of a clean water supply
to regions of the city of Taegu. Summer thermal stratification was formed in the freshwater reservoired in the Gachang Dam
and thus dissolved oxygen (DO) decreased according to the depth of the water. The pH of epilimnion was much higher than that
of hypolimnion in summer because of the difference in the photosynthesis rate of algae. In July, at the beginning of the rainy
season, the amount of total nitrogen (T-N) in the freshwater reached a maximum of 1.92 mg/L without an increase in the amount
of total phosphorus (T-P). In August, the concentration of T-P in the freshwater increased steeply and reached 0.12 mg/L.Aulacoseira spp. (diatoms) were predominantly distributed in the freshwater throughout the year andSynedra andAsterionella (diatoms) predominantly populated in the spring. However,Anabaena andMicrocystis (blue-green algae), which caused malodor and a bad taste, flourished predominantly in epilimnion in August when the temperature
of the water at the surface region increased to the maximum and the concentration of T-P was sufficiently high. 相似文献
64.
A two-dimensional (2D) simulation of flooding from the 1928 failure of St. Francis Dam in southern California is presented. The simulation algorithm solves shallow-water equations using a robust unstructured grid Godunov-type scheme designed for wetting and drying and achieves good results. Flood extent and flood travel time are predicted within 4 and 10% of observations, respectively. Representation of terrain by the mesh is identified as the dominant factor affecting accuracy, and an iterative process of mesh refinement and convergence checks is implemented to minimize errors. The most accurate predictions are achieved with a uniformly distributed Manning n = 0.02. A 50% increase in n increases travel time errors to 25% but has little effect on flood extent predictions. This highlights the challenge of a priori travel time prediction but robustness in flood extent prediction when topography is well resolved. Predictions show a combination of subcritical and supercritical flow regimes. The leading edge of the flood was supercritical in San Francisquito Canyon, but due to channel tortuosity, the wetting front reflected off canyon walls causing a transition to subcritical flow, considerably larger depths, and a standing wave in one particular reach that accounts for a 30% fluctuation in discharge. Elsewhere, oblique shocks locally increased flood depths. The 2D dam-break model is validated by its stability and accuracy, conservation properties, ability to calibrate with a physically realistic and simple resistance parametrization, and modest computational cost. Further, this study highlights the importance of a dynamic momentum balance for dam-break flood simulation. 相似文献
65.
本文根据东朗水电站坝址地形地质条件及工程区料场料源状况,选取混凝土面板堆石坝、沥青混凝土心墙堆石坝和碾压混凝土重力坝三种坝型进行比选,最终选择混凝土面板堆石坝。 相似文献
66.
67.
In Part I, the earthen dam breach erosion was analyzed. To this end, the BEED (breach erosion of earthfill dams) model was modified and extended. In this paper, Part II of the series, the extended BEED model is applied to three historical cases: South Fork Dam, Buffalo Creek Dam, and Teton Dam. The testing before it can be used for forecast purposes. A sensitivity analysis of the model to its parameters shows that the model is very sensitive to friction factors; Chenzy's for breach erosion, and Manning's for flood routing. 相似文献
68.
生物护坝措施在汾河下游治理中的应用 总被引:1,自引:0,他引:1
汾河下游段河道行洪速度缓慢,土堤长期受洪水浸泡,极易垮堤决口。如何固土,提高土堤的耐浸性就成为土堤稳定亟待解决的问题。本文针对这一问题提出了一种生物护坝的治理措施。 相似文献
69.
本文针对大河庙水库大坝在高水位运行时渗漏严重,危及大坝安全的问题,结合在大坝除险加固方面的成功经验,提出了切实可行的固结灌浆处理方法,并对其效果进行了分析. 相似文献
70.