Numerical 2D-Modeling of Rain Runoff Transformation in the Drainage Basin of Gelendzhik City Taking into Account the Mountain Collector and Accumulating Reservoirs
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 a...
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| Veröffentlicht in: | Water resources 2023-08, Vol.50 (4), p.482-490 |
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| creator | Belikov, V. V. Borisova, N. M. |
| description | 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. |
| doi_str_mv | 10.1134/S0097807823040048 |
| format | Article |
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V. ; Borisova, N. M.</creator><creatorcontrib>Belikov, V. V. ; Borisova, N. M.</creatorcontrib><description>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.</description><identifier>ISSN: 0097-8078</identifier><identifier>EISSN: 1608-344X</identifier><identifier>DOI: 10.1134/S0097807823040048</identifier><language>eng</language><publisher>Moscow: Pleiades Publishing</publisher><subject>Accumulation ; Aquatic Pollution ; Atmospheric precipitations ; Carrying capacity ; Collectors ; Drainage ; Drainage basins ; Earth and Environmental Science ; Earth Sciences ; Flood waves ; Hydraulic structures ; hydrodynamics ; Hydrogeology ; Hydrology/Water Resources ; Mathematical models ; Mathematical Models in Solving Problems of Land Hydrology ; Modelling ; Mountains ; probability ; Probability theory ; Rain ; Rainfall ; Relief models ; Reservoirs ; Runoff ; Two dimensional models ; Waste Water Technology ; Water Management ; Water Pollution Control ; watersheds</subject><ispartof>Water resources, 2023-08, Vol.50 (4), p.482-490</ispartof><rights>Pleiades Publishing, Ltd. 2023. ISSN 0097-8078, Water Resources, 2023, Vol. 50, No. 4, pp. 482–490. © Pleiades Publishing, Ltd., 2023. Russian Text © The Author(s), 2023, published in Vodnye Resursy, 2023, Vol. 50, No. 4, pp. 385–394.</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><cites>FETCH-LOGICAL-a324t-c087a60b4115b7109249c0840d37bbfbda9c80df4eeef0582bd9637a25604add3</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://link.springer.com/content/pdf/10.1134/S0097807823040048$$EPDF$$P50$$Gspringer$$H</linktopdf><linktohtml>$$Uhttps://link.springer.com/10.1134/S0097807823040048$$EHTML$$P50$$Gspringer$$H</linktohtml><link.rule.ids>314,776,780,27901,27902,41464,42533,51294</link.rule.ids></links><search><creatorcontrib>Belikov, V. V.</creatorcontrib><creatorcontrib>Borisova, N. M.</creatorcontrib><title>Numerical 2D-Modeling of Rain Runoff Transformation in the Drainage Basin of Gelendzhik City Taking into Account the Mountain Collector and Accumulating Reservoirs</title><title>Water resources</title><addtitle>Water Resour</addtitle><description>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.</description><subject>Accumulation</subject><subject>Aquatic Pollution</subject><subject>Atmospheric precipitations</subject><subject>Carrying capacity</subject><subject>Collectors</subject><subject>Drainage</subject><subject>Drainage basins</subject><subject>Earth and Environmental Science</subject><subject>Earth Sciences</subject><subject>Flood waves</subject><subject>Hydraulic structures</subject><subject>hydrodynamics</subject><subject>Hydrogeology</subject><subject>Hydrology/Water Resources</subject><subject>Mathematical models</subject><subject>Mathematical Models in Solving Problems of Land Hydrology</subject><subject>Modelling</subject><subject>Mountains</subject><subject>probability</subject><subject>Probability theory</subject><subject>Rain</subject><subject>Rainfall</subject><subject>Relief models</subject><subject>Reservoirs</subject><subject>Runoff</subject><subject>Two dimensional models</subject><subject>Waste Water Technology</subject><subject>Water Management</subject><subject>Water Pollution Control</subject><subject>watersheds</subject><issn>0097-8078</issn><issn>1608-344X</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2023</creationdate><recordtype>article</recordtype><recordid>eNp1kc1u1DAURi0EEkPhAdhZYsMmcP2TxFmWaSlILUjDILGLnPh66taxi50gldfhRXEYJCQQK1v3O-ezpUvIcwavGBPy9SeArlXQKi5AAkj1gGxYA6oSUn55SDZrXK35Y_Ik5xsABqC6DfnxYZkwuVF7ys-qq2jQu3Cg0dKddoHulhCtpfukQ7YxTXp2MdASzNdIz1JB9AHpG53LqDgX6DGY79fulm7dfE_3-nZtc2GO9HQc4xLmX-bVelv7t9F7HOeYqA5mRZZp8eWRIu0wY_oWXcpPySOrfcZnv88T8vnt-X77rrr8ePF-e3pZacHlXI2gWt3AIBmrh5ZBx2VXZhKMaIfBDkZ3owJjJSJaqBUfTNeIVvO6AamNESfk5bH3LsWvC-a5n1we0XsdMC65F6wWHEQnm4K--Au9iUsK5Xc9V6JTrG7qlWJHakwx54S2v0tu0um-Z9Cva-v_WVtx-NHJhQ0HTH-a_y_9BL3wmxo</recordid><startdate>20230801</startdate><enddate>20230801</enddate><creator>Belikov, V. V.</creator><creator>Borisova, N. M.</creator><general>Pleiades Publishing</general><general>Springer Nature B.V</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7QH</scope><scope>7TG</scope><scope>7UA</scope><scope>C1K</scope><scope>F1W</scope><scope>H96</scope><scope>KL.</scope><scope>L.G</scope><scope>7S9</scope><scope>L.6</scope></search><sort><creationdate>20230801</creationdate><title>Numerical 2D-Modeling of Rain Runoff Transformation in the Drainage Basin of Gelendzhik City Taking into Account the Mountain Collector and Accumulating Reservoirs</title><author>Belikov, V. V. ; Borisova, N. M.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a324t-c087a60b4115b7109249c0840d37bbfbda9c80df4eeef0582bd9637a25604add3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2023</creationdate><topic>Accumulation</topic><topic>Aquatic Pollution</topic><topic>Atmospheric precipitations</topic><topic>Carrying capacity</topic><topic>Collectors</topic><topic>Drainage</topic><topic>Drainage basins</topic><topic>Earth and Environmental Science</topic><topic>Earth Sciences</topic><topic>Flood waves</topic><topic>Hydraulic structures</topic><topic>hydrodynamics</topic><topic>Hydrogeology</topic><topic>Hydrology/Water Resources</topic><topic>Mathematical models</topic><topic>Mathematical Models in Solving Problems of Land Hydrology</topic><topic>Modelling</topic><topic>Mountains</topic><topic>probability</topic><topic>Probability theory</topic><topic>Rain</topic><topic>Rainfall</topic><topic>Relief models</topic><topic>Reservoirs</topic><topic>Runoff</topic><topic>Two dimensional models</topic><topic>Waste Water Technology</topic><topic>Water Management</topic><topic>Water Pollution Control</topic><topic>watersheds</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Belikov, V. V.</creatorcontrib><creatorcontrib>Borisova, N. M.</creatorcontrib><collection>CrossRef</collection><collection>Aqualine</collection><collection>Meteorological & Geoastrophysical Abstracts</collection><collection>Water Resources Abstracts</collection><collection>Environmental Sciences and Pollution Management</collection><collection>ASFA: Aquatic Sciences and Fisheries Abstracts</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy & Non-Living Resources</collection><collection>Meteorological & Geoastrophysical Abstracts - Academic</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) Professional</collection><collection>AGRICOLA</collection><collection>AGRICOLA - Academic</collection><jtitle>Water resources</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Belikov, V. V.</au><au>Borisova, N. M.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Numerical 2D-Modeling of Rain Runoff Transformation in the Drainage Basin of Gelendzhik City Taking into Account the Mountain Collector and Accumulating Reservoirs</atitle><jtitle>Water resources</jtitle><stitle>Water Resour</stitle><date>2023-08-01</date><risdate>2023</risdate><volume>50</volume><issue>4</issue><spage>482</spage><epage>490</epage><pages>482-490</pages><issn>0097-8078</issn><eissn>1608-344X</eissn><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. 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| fulltext | fulltext |
| identifier | ISSN: 0097-8078 |
| ispartof | Water resources, 2023-08, Vol.50 (4), p.482-490 |
| issn | 0097-8078 1608-344X |
| language | eng |
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| subjects | Accumulation Aquatic Pollution Atmospheric precipitations Carrying capacity Collectors Drainage Drainage basins Earth and Environmental Science Earth Sciences Flood waves Hydraulic structures hydrodynamics Hydrogeology Hydrology/Water Resources Mathematical models Mathematical Models in Solving Problems of Land Hydrology Modelling Mountains probability Probability theory Rain Rainfall Relief models Reservoirs Runoff Two dimensional models Waste Water Technology Water Management Water Pollution Control watersheds |
| title | Numerical 2D-Modeling of Rain Runoff Transformation in the Drainage Basin of Gelendzhik City Taking into Account the Mountain Collector and Accumulating Reservoirs |
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