›› 2006, Vol. 27 ›› Issue (S1): 147-150.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Seepage real-time forecast model based on genetic neural network

YAN Bin1, 2，ZHOU Jing1   

  1. 1. School of Civil and Hydraulic Engineering, Dalian University of Technology, Dalian 116024, China; 2. College of Water Conservancy, Shenyang Agricultural University, Shenyang 110161, China
  • Received:2006-05-09 Published:2006-12-15

PDF (PC)

71

Abstract: In terms of main influencing factors of seepage, a seepage real-time forecast model is established based on genetic algorithm and neural network. The model can be trained sequentially with new observed data in further application; and the accuracy of the model can be improved in less training time with the accumulation of samples. Thus, it can satisfy the demand of real-time forecast. The predicted results agree well with the measured ones in the forecast of transverse uplift pressure of Fengman Dam so as to indicate that the proposed method has high prediction accuracy and is valid and practical for seepage real-time forecast.

Key words: seepage, real-time forecast, genetic algorithm, artificial neural network

CLC Number: 

  • O224
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
    • [1] MA Chun-hui, YANG Jie, CHENG Lin, LI Ting, LI Ya-qi, . Adaptive inversion analysis of material parameters of rock-fill dam based on QGA-MMRVM [J]. Rock and Soil Mechanics, 2019, 40(6): 2397-2406.
    [2] LIU Meng-shi, LUO Qiang, JIANG Liang-wei, LU Qing-yuan, LIANG Duo-wei, . Boundary pore characteristics and optimal treatment thickness in seepage test of coarse grained soil [J]. Rock and Soil Mechanics, 2019, 40(5): 1787-1796.
    [3] XU Qiang, XIAO Ming, CHEN Jun-tao, NI Shao-hu, . Solution to seepage monitoring data deficiency and judgement of seepage stability [J]. Rock and Soil Mechanics, 2019, 40(4): 1526-1534.
    [4] XIE Qiang, TIAN Da-lang, LIU Jin-hui, ZHANG Jian-hua, ZHANG Zhi-bin, . Simulation of seepage flow on soil slope and special stress-correction technique [J]. Rock and Soil Mechanics, 2019, 40(3): 879-892.
    [5] ZHENG Li-ming, ZHANG Yang-yang, LI Zi-feng, MA Ping-hua, YANG Xin-jun, . Analysis of seepage changes during poroelastic consolidation process with porosity and pressure variation under low-frequency vibration [J]. Rock and Soil Mechanics, 2019, 40(3): 1158-1168.
    [6] WANG Qi-qian, ZHOU Hong-fu, FU Wen-xi, YE Fei, . Analysis for influence of water flow drag force on stability of slope shallow soil [J]. Rock and Soil Mechanics, 2019, 40(2): 759-766.
    [7] WANG Hua-bin, LI Jian-mei, JIN Yi-xuan, ZHOU Bo, ZHOU Yu, . The numerical methods for two key problems in rainfall-induced slope failure [J]. Rock and Soil Mechanics, 2019, 40(2): 777-784.
    [8] YIN Xiao-meng, YAN E-chuan, LIU Xu-yao, LI Xing-ming, . Study on force of underground water in soil stability calculation [J]. Rock and Soil Mechanics, 2019, 40(1): 156-164.
    [9] YAO Zhi-hua, CHEN Zheng-han, FANG Xiang-wei, HUANG Xue-feng, . Elastoplastic damage seepage-consolidation coupled model of unsaturated intact loess and its application [J]. Rock and Soil Mechanics, 2019, 40(1): 216-226.
    [10] WANG Peng-fei, LI Chang-hong, MA Xue-wen, LI Zi-jian, LIU Jing-jun, WU Yang-fan, . Experimental study of seepage characteristics of soil-rock mixture with different rock contents in fault zone [J]. Rock and Soil Mechanics, 2018, 39(S2): 53-61.
    [11] DING Hong-yan, JIA Nan, ZHANG Pu-yang, . Research of seepage characteristics and penetration resistance during installation of bucket foundations in sand [J]. , 2018, 39(9): 3130-3138.
    [12] XIONG Feng, SUN Hao, JIANG Qing-hui, YE Zu-yang, XUE Dao-rui, LIU Ru-yan，. Theoretical model and experimental verification on non-linear flow at low velocity through rough-walled rock fracture [J]. , 2018, 39(9): 3294-3302.
    [13] ZHANG Chen-yang, ZHANG Ming, ZHANG Tai-li, SUN Qiang, YANG Long，. Impact of dyke and its residual soil on seepage and stability of Zhonglin landslide [J]. , 2018, 39(7): 2617-2625.
    [14] WEN Shu-jie, LIANG Chao, SONG Liang-liang, LIU Gang,. Search strategy of three-dimensional critical slip surface based on minimum potential energy [J]. , 2018, 39(7): 2708-2714.
    [15] KONG Yang, ZHU Zhen-de, RUAN Huai-ning, . Stress-seepage coupling characteristics of jointed rock mass under three principal stresses [J]. , 2018, 39(6): 2008-2016.
    Viewed
    Full text


    Abstract

    Cited
      Shared   
      Discussed   
    [1] QU Wan-bo, LIU Xin-rong, FU Yan, QIN Xiao-ying. Numerical simulation of preliminary lining of large section crossing tunnels constructed with PBA method[J]. , 2009, 30(9): 2799 -2804 .
    [2] SHANG Shou-ping, SUI Xiao-xi, ZHOU Zhi-jin, LIU Fang-cheng, XIONG Wei. Study of dynamic shear modulus of granulated rubber-sand mixture[J]. , 2010, 31(2): 377 -381 .
    [3] LI Jian-jun , SHAO Sheng-jun , WANG Chao. Fault foundation and its reinforcing measures[J]. , 2009, 30(S2): 344 -348 .
    [4] FAN Xiao-yi. Landslide displacement multifractal and its application to prediction of evolvement trend[J]. , 2011, 32(6): 1831 -1837 .
    [5] WEI Ming-yao, WANG En-yuan, LIU Xiao-fei, WANG Chao. Numerical simulation of rockburst prevention effect by blasting pressure relief in deep coal seam[J]. , 2011, 32(8): 2539 -2543 .
    [6] DENG Yue-bao，XIE Kang-he. Application of complementary algorithm for solving one-dimensional nonlinear consolidation[J]. , 2011, 32(9): 2656 -2662 .
    [7] ZHU Sheng ，WANG Yong-ming ，XU Qian. Study of incremental rheological model of coarse grained material for embankment[J]. , 2011, 32(11): 3201 -3206 .
    [8] RONG Bing , ZHANG Ga , ZHANG Jian-min. Centrifuge model tests for pile foundation of wind power generation under horizontal loads[J]. , 2012, 33(2): 428 -432 .
    [9] . Study of shear property of heterogeneous structural surface under natural and saturated condition[J]. , 2012, 33(S1): 13 -18 .
    [10] ZHU Gen-qiao , WANG Cheng-zhi , LI Xia . Study of long-term performances of reinforced slope at expressway[J]. , 2012, 33(10): 3103 -3108 .
    Copyright © Rock and Soil Mechanics, All Rights Reserved.
    Tel: 027-87198484, 87199252, 87199253, 87198752　E-mail: ytlx@whrsm.ac.cn
    Powered by Beijing Magtech Co. Ltd