刚毅 发表于 2025-3-25 04:00:20

https://doi.org/10.1007/978-3-476-03128-0 As summarized in this chapter, for many problems the equation can be simplified such that the associated free space Green’s function is known. Then the Boundary Element Method (BEM) becomes a very efficient technique for solving for the location of the transient free surface.

拥挤前 发表于 2025-3-25 08:32:11

https://doi.org/10.1007/978-3-476-03128-0 performance of catchment area. For simplicity these are modeled by recharge problem to the groundwater flow. The simulation model also can determine hydrograph bias due to variability of soil infiltration properties and rainfall rate in space. Further, the hydrograph bias due to movement and time variation of recharge source is also studied.

ALIAS 发表于 2025-3-25 12:30:57

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要塞 发表于 2025-3-25 15:57:17

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灾祸 发表于 2025-3-25 23:03:39

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清洗 发表于 2025-3-26 00:57:33

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Cacophonous 发表于 2025-3-26 04:48:55

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canvass 发表于 2025-3-26 09:43:47

Topics in Boundary Element Researchhttp://image.papertrans.cn/a/image/159271.jpg

Ataxia 发表于 2025-3-26 15:32:36

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无情 发表于 2025-3-26 17:04:28

Unconfined Groundwater Flow, As summarized in this chapter, for many problems the equation can be simplified such that the associated free space Green’s function is known. Then the Boundary Element Method (BEM) becomes a very efficient technique for solving for the location of the transient free surface.
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查看完整版本: Titlebook: Applications in Geomechanics; Carlos A. Brebbia Book 1987 Springer-Verlag Berlin, Heidelberg 1987 Vibration.calculus.integral equation.mec