Method for predicting seepage field of nodal region of earth and rockfill dam and determining infiltration side of earth and rockfill dam

A technology for earth-rock dams and seepage fields, which is applied in the field of numerical simulation of seepage fields in hydropower projects, can solve the problems of many application restrictions, affecting the calculation accuracy of seepage fields, and the inability to effectively and accurately determine the position of the seepage surface, and achieve accurate simulation results. Effect

Active Publication Date: 2015-01-28
TIANJIN UNIV
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Problems solved by technology

In the seepage simulation process of earth-rock dams, in view of the complex and uncertain geological conditions and fractures, it is difficult to establish accurate geological and fracture models, so the actual geological conditions are often greatly simplified, which will obviously greatly reduce the simulation The precision of the result
In addition, the current method commonly used in seepage calculation is the finite element analysis method, which equates the temperature field to the seepage field, or uses Darcy's law to solve th

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  • Method for predicting seepage field of nodal region of earth and rockfill dam and determining infiltration side of earth and rockfill dam
  • Method for predicting seepage field of nodal region of earth and rockfill dam and determining infiltration side of earth and rockfill dam
  • Method for predicting seepage field of nodal region of earth and rockfill dam and determining infiltration side of earth and rockfill dam

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[0060] The best embodiment of the present invention is as follows:

[0061] Step 1. Establish a three-dimensional fine geological model of the hub area including bad geological bodies and fissures,

[0062] include:

[0063] (1) Divide hydropower engineering geological data into deterministic data and statistical data; for deterministic geological data, use three-dimensional hybrid data structure, geological structure surface and geological body NURBS (Non-Uniform Rational B-Splines) structure technology to construct A three-dimensional geological model of rock formations, bad geological bodies and seepage control structures in the hub area; among them, bad geological bodies include one or more of compression zones, fracture zones, dissolution zones and weak interlayers.

[0064] (2) For statistical geological data, Monte Carlo (Monte Carlo) method is used to construct a three-dimensional fracture network model of rock mass; the construction of a three-dimensional fracture network mod...

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Abstract

The invention discloses a method for predicting the seepage field of a nodal region of an earth and rockfill dam and determining the infiltration side of the earth and rockfill dam. The method includes establishing a nodal-region three-dimensional geological detailed model of an unfavorable geologic body and fractures; setting up three-dimensional seepage and computing a grid model on the basis of the three-dimensional geological detailed model; simulating numerical values of the seepage field of the earth and rockfill dam on the basis of the three-dimensional geological detailed model, dispersing by the finite volume method according to the determined continuity equation, the water and steam two-phase N-S equation, the water and steam two-phase mixing speed equation and mixing density equation, the set boundary conditions and the seepage parameters of the actual project, solving with the SIMPLE algorithm, realizing numerical simulation of the seepage field of the earth and rockfill dam on the basis of the three-dimensional geological detailed model and thereby predicting the seepage field of the nodal region of the earth and rockfill dam. Geological information can be accurately reflected, and the seepage field of the nodal region of the earth and rockfill dam can be accurately simulated. Meanwhile, the seepage field is utilized to determine the infiltration side of the earth and rockfill dam by the VOF (volume of fluid) method.

Description

technical field [0001] The invention belongs to the field of numerical simulation of seepage field in hydropower engineering, and relates to a numerical simulation method for seepage field of earth-rock dams based on a three-dimensional fine geological model. Specifically, it involves the construction method of fine geological models including unfavorable geological bodies and fractures, the numerical simulation method of seepage field of earth-rock dams based on fine geological models, and the method of solving the seepage surface of earth-rock dams. Background technique [0002] In water conservancy projects, water damage to engineering facilities is the most important aspect affecting engineering safety. Among them, the effect of groundwater on water conservancy projects is not easy to observe, and once discovered, it is difficult to recover, which often brings major safety problems and economic losses to the project. [1] . Therefore, water conservancy projects are very...

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Application Information

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IPC IPC(8): G06F17/50
Inventor 王晓玲程正飞吕鹏周正印宋明瑞
Owner TIANJIN UNIV
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