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Numerical 2D-Modeling of Rain Runoff Transformation in the Drainage Basin of Gelendzhik City Taking into Account the Mountain Collector and Accumulating Reservoirs

  • MATHEMATICAL MODELS IN SOLVING PROBLEMS OF LAND HYDROLOGY
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Abstract

A digital relief model of a mountain cluster and location schemes of mountain collectors and reservoir dams were used to develop a numerical hydrodynamic 2D-model of the mountain part of the drainage basin of Gelendzhik City area and to perform variant calculations of rain flood waves, taking into account their transformations in mountain collectors and accumulation in reservoirs. The rains considered in the model were assumed to have the exceedance probability of 1% and the duration of 20 and 720 min (12 h) with a total rainfall depths of 51 and 206 mm, respectively. Conclusions were made that the carrying capacity of the collector should be calculated for the parameters of a short-time intense rain and that the accumulating hydraulic structures, for their efficient operation, should be designed to allow continuous regulation of discharge rates.

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Funding

The study was carried out under Governmental Order to WPI Ras, subject FMWZ-2022-0003 “The Development of Numerical Models of Hydrological, Hydrodynamic, and Hydrochemical Processes in Water Objects and Their Drainage Basins; the Use of the Models to Develop Decision-Support Procedures in the Sphere of Water Safety for Information Modernization of the Water Management Sector of Russia.”

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  1. Water Problems Institute, Russian Academy of Sciences, 119333, Moscow, Russia

    V. V. Belikov & N. M. Borisova

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  1. V. V. Belikov
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  2. N. M. Borisova
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Correspondence to V. V. Belikov.

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Belikov, V.V., Borisova, N.M. Numerical 2D-Modeling of Rain Runoff Transformation in the Drainage Basin of Gelendzhik City Taking into Account the Mountain Collector and Accumulating Reservoirs. Water Resour 50, 482–490 (2023). https://doi.org/10.1134/S0097807823040048

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  • DOI: https://doi.org/10.1134/S0097807823040048

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