Applying the Model of Soil Hydrophysical Properties for Arrangements of Temporary Enclosing Structures

Abstract The advantages of a quantitative estimation of hydrophysical properties of the soil during pre-design research in hydraulic engineering in the urban environment are considered based on the example of cofferdam project planning. The method allows to eliminate time-consuming laboratory tests and promptly to obtain reliable estimates of water-retention capacity and hydraulic conductivity of the soil using the available data of the physical soil properties. The method based on a mathematical model for hydrophysical soil properties assuming as a capillary-porous media. Such method and associated technologies can be used in a way of underground development.

[1]  Vladimir Badenko,et al.  Modeling of Hydrophysical Properties of the Soil as Capillary-Porous Media and Improvement of Mualem-Van Genuchten Method as a Part of Foundation Arrangement Research , 2016 .

[2]  Vladimir Badenko,et al.  Country Area Territory Protection from Flooding; Construction Conditions, Problem Definition and Solution☆ , 2015 .

[3]  Nikolay Arefiev,et al.  Hydropower Potential Estimations and Small Hydropower Plants Siting: Analysis of World Experience , 2015 .

[4]  R. A. Poluektov,et al.  Agrotool — A system for crop simulation , 2002 .

[5]  I. D. Lefas,et al.  Analysis of a cofferdam support and design implications , 2001 .

[6]  N. N. Semenova,et al.  On One method for the numerical solution of a system of parabolic equations , 2016 .

[7]  Vitaly Terleev,et al.  The improved estimation for the effective supply of productive moisture considering the hysteresis of soil water-retention capacity , 2015, Russian Meteorology and Hydrology.

[8]  Vladimir Badenko,et al.  GIS-based Fuzzy Method for Urban Planning , 2015 .

[9]  Vladimir Badenko,et al.  AGROTOOL Software as an Intellectual Core of Decision Support Systems in Computer Aided Agriculture , 2014 .

[10]  Vladimir Badenko,et al.  Ecological Aspect of Dam Design for Flood Regulation and Sustainable Urban Development , 2016 .

[11]  Vera Murgul,et al.  Highly Compacted and Reinforced Soil Beds as an Efficient Method to Build Artificial Foundation Based on Weak Soils , 2014 .

[12]  Vladimir Badenko,et al.  Medium-Term Analysis of Agroecosystem Sustainability under Different Land Use Practices by Means of Dynamic Crop Simulation , 2015, ISESS.

[13]  Vladimir Badenko,et al.  Mathematical Modeling of Hydrophysical Properties of Soils in Engineering and Reclamation Surveys , 2016 .

[14]  Experimental findings of 3D seepage failure of soil within a cofferdam , 2016 .

[15]  Van Genuchten,et al.  A closed-form equation for predicting the hydraulic conductivity of unsaturated soils , 1980 .

[16]  Vladimir Badenko,et al.  Mathematical Modeling the Hydrological Properties of Soil for Practical Use in the Land Ecological Management , 2016 .

[17]  Vladimir Badenko,et al.  Use of Enclosing and Temporary Special Structures under the Reconstruction of Hydraulic Facilities in Saint-Petersburg☆ , 2015 .

[18]  Vladimir Badenko,et al.  The Classification of Accidental Situations’ Scenarios on Hydropower Plants , 2016 .

[19]  Vladimir Badenko,et al.  A Market Approach to the Evaluation of the Ecological-economic Damage Dealt to the Urban Lands , 2015 .

[20]  Karl-Otto Wenkel,et al.  Estimation of soil water retention curve using some agrophysical characteristics and Voronin's empirical dependence. , 2010 .

[21]  Badenko Vladimir,et al.  Agro-ecosystem Model AGROTOOL Coupled with GIS for Simulation of the Spatial Variability of the Soil Hydrophysical Properties , 2015, ICIEA 2015.

[22]  Nikolai Vatin,et al.  Megacities Land Drainage and Land Runoff Features and Treatment , 2014 .

[23]  Vladimir Badenko,et al.  Physical Modeling of Suspended Sediment Deposition in Marine Intakes of Nuclear Power Plants , 2015 .

[24]  Vladimir Badenko,et al.  Bank Protection on Storage Reservoirs for Municipal Coastal Areas , 2015 .

[25]  Ikuo Towhata,et al.  Experimental evaluation of dynamic deformation characteristics of sheet pile retaining walls with fiber reinforced backfill , 2010 .

[26]  Ken'ichirou Kosugi,et al.  Three‐parameter lognormal distribution model for soil water retention , 1994 .