Flow Division Dynamics in the Mekong Delta: Application of a 1D-2D Coupled Model
The Mekong Delta constitutes a complicated multi-channel estuarine system, exchanging water with a delta-wide irrigation system. A 1D–2DH coupled numerical domain is calibrated and validated for water level and discharge during the dry season. This approach benefits from the simplicity of a 1D netwo...
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Veröffentlicht in: | Water (Basel) 2019-04, Vol.11 (4), p.837 |
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creator | Eslami, Sepehr Hoekstra, Piet Kernkamp, Herman Trung, Nam Nguyen Duc Quang Februarianto Dam Vegt |
description | The Mekong Delta constitutes a complicated multi-channel estuarine system, exchanging water with a delta-wide irrigation system. A 1D–2DH coupled numerical domain is calibrated and validated for water level and discharge during the dry season. This approach benefits from the simplicity of a 1D network within the estuarine and irrigation systems, while maintaining the interaction with the spatial tidal dynamics of the 2DH coastal domain. First, the role of the irrigation system on tidal dynamics is quantified; then, tidal propagation, freshwater budget, and the effect of offshore subtidal water level on discharge division are investigated. The results show that the complex irrigation system, in a friction-like manner, reduces the tidal amplitude up to 25%. The channels aggregate to 1% of the total water volume in the delta, while accommodating up to 10% of the tidal prism. Tidal amplitude reduces upstream, while subtidal water level is highly sensitive to upstream discharge, spring–neap cycles, and wind-generated offshore surge. Although cumulative discharge division within the estuarine network is consistent, temporal discharge division can be significantly sensitive to offshore wind-surge. During the dry season, it can reverse the expected subtidal discharge division within the time-scale of a few days and potentially influence salt intrusion. |
doi_str_mv | 10.3390/w11040837 |
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A 1D–2DH coupled numerical domain is calibrated and validated for water level and discharge during the dry season. This approach benefits from the simplicity of a 1D network within the estuarine and irrigation systems, while maintaining the interaction with the spatial tidal dynamics of the 2DH coastal domain. First, the role of the irrigation system on tidal dynamics is quantified; then, tidal propagation, freshwater budget, and the effect of offshore subtidal water level on discharge division are investigated. The results show that the complex irrigation system, in a friction-like manner, reduces the tidal amplitude up to 25%. The channels aggregate to 1% of the total water volume in the delta, while accommodating up to 10% of the tidal prism. Tidal amplitude reduces upstream, while subtidal water level is highly sensitive to upstream discharge, spring–neap cycles, and wind-generated offshore surge. Although cumulative discharge division within the estuarine network is consistent, temporal discharge division can be significantly sensitive to offshore wind-surge. During the dry season, it can reverse the expected subtidal discharge division within the time-scale of a few days and potentially influence salt intrusion.</description><identifier>ISSN: 2073-4441</identifier><identifier>EISSN: 2073-4441</identifier><identifier>DOI: 10.3390/w11040837</identifier><language>eng</language><publisher>Basel: MDPI AG</publisher><subject>Computer simulation ; Computer-generated environments ; Deltas ; Domains ; Dry season ; Environmental aspects ; Estuaries ; Finite volume method ; Freshwater resources ; Friction reduction ; Irrigation ; Irrigation systems ; Irrigation water ; Numerical analysis ; Offshore operations ; Rivers ; Seasons ; Stream flow ; Tidal amplitude ; Tidal prism ; Two dimensional models ; Upstream ; Water discharge ; Water levels ; Wind</subject><ispartof>Water (Basel), 2019-04, Vol.11 (4), p.837</ispartof><rights>COPYRIGHT 2019 MDPI AG</rights><rights>2019 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (http://creativecommons.org/licenses/by/4.0/). Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License.</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c331t-7a97ee0037c22c1ec3c97bcade5727b390ee465accc00c1a3809869e83dc3c5d3</citedby><cites>FETCH-LOGICAL-c331t-7a97ee0037c22c1ec3c97bcade5727b390ee465accc00c1a3809869e83dc3c5d3</cites><orcidid>0000-0001-8256-6734</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,780,784,27924,27925</link.rule.ids></links><search><creatorcontrib>Eslami, Sepehr</creatorcontrib><creatorcontrib>Hoekstra, Piet</creatorcontrib><creatorcontrib>Kernkamp, Herman</creatorcontrib><creatorcontrib>Trung, Nam Nguyen</creatorcontrib><creatorcontrib>Duc</creatorcontrib><creatorcontrib>Quang</creatorcontrib><creatorcontrib>Februarianto</creatorcontrib><creatorcontrib>Dam</creatorcontrib><creatorcontrib>Vegt</creatorcontrib><title>Flow Division Dynamics in the Mekong Delta: Application of a 1D-2D Coupled Model</title><title>Water (Basel)</title><description>The Mekong Delta constitutes a complicated multi-channel estuarine system, exchanging water with a delta-wide irrigation system. A 1D–2DH coupled numerical domain is calibrated and validated for water level and discharge during the dry season. This approach benefits from the simplicity of a 1D network within the estuarine and irrigation systems, while maintaining the interaction with the spatial tidal dynamics of the 2DH coastal domain. First, the role of the irrigation system on tidal dynamics is quantified; then, tidal propagation, freshwater budget, and the effect of offshore subtidal water level on discharge division are investigated. The results show that the complex irrigation system, in a friction-like manner, reduces the tidal amplitude up to 25%. The channels aggregate to 1% of the total water volume in the delta, while accommodating up to 10% of the tidal prism. Tidal amplitude reduces upstream, while subtidal water level is highly sensitive to upstream discharge, spring–neap cycles, and wind-generated offshore surge. Although cumulative discharge division within the estuarine network is consistent, temporal discharge division can be significantly sensitive to offshore wind-surge. During the dry season, it can reverse the expected subtidal discharge division within the time-scale of a few days and potentially influence salt intrusion.</description><subject>Computer simulation</subject><subject>Computer-generated environments</subject><subject>Deltas</subject><subject>Domains</subject><subject>Dry season</subject><subject>Environmental aspects</subject><subject>Estuaries</subject><subject>Finite volume method</subject><subject>Freshwater resources</subject><subject>Friction reduction</subject><subject>Irrigation</subject><subject>Irrigation systems</subject><subject>Irrigation water</subject><subject>Numerical analysis</subject><subject>Offshore operations</subject><subject>Rivers</subject><subject>Seasons</subject><subject>Stream flow</subject><subject>Tidal amplitude</subject><subject>Tidal prism</subject><subject>Two dimensional models</subject><subject>Upstream</subject><subject>Water discharge</subject><subject>Water levels</subject><subject>Wind</subject><issn>2073-4441</issn><issn>2073-4441</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2019</creationdate><recordtype>article</recordtype><sourceid>ABUWG</sourceid><sourceid>AFKRA</sourceid><sourceid>AZQEC</sourceid><sourceid>BENPR</sourceid><sourceid>CCPQU</sourceid><sourceid>DWQXO</sourceid><recordid>eNpNkEFPwzAMhSMEEtPYgX8QiROHDqdJl5TbtDJA2gQHOFdZ6o6MLilNx7R_T6YhhC-2rM9-eo-QawZjznO42zMGAhSXZ2SQguSJEIKd_5svySiEDcQSuVIZDMjrvPF7WthvG6x3tDg4vbUmUOto_4F0iZ_erWmBTa_v6bRtG2t0fyR9TTVlRZIWdOZ3bYMVXfoKmytyUesm4Oi3D8n7_OFt9pQsXh6fZ9NFYjhnfSJ1LhEBuDRpahgabnK5MrrCTKZyFd0gikmmjTEAhmmuIFeTHBWvIppVfEhuTn_bzn_tMPTlxu86FyXLNMsgVQJyEanxiVrrBkvrat932uijTrTpHdY27qfxueSZitENye3pwHQ-hA7rsu3sVneHkkF5DLn8C5n_AJCEa6U</recordid><startdate>20190401</startdate><enddate>20190401</enddate><creator>Eslami, Sepehr</creator><creator>Hoekstra, Piet</creator><creator>Kernkamp, Herman</creator><creator>Trung, Nam Nguyen</creator><creator>Duc</creator><creator>Quang</creator><creator>Februarianto</creator><creator>Dam</creator><creator>Vegt</creator><general>MDPI AG</general><scope>AAYXX</scope><scope>CITATION</scope><scope>ABUWG</scope><scope>AFKRA</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>CCPQU</scope><scope>DWQXO</scope><scope>PIMPY</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PRINS</scope><orcidid>https://orcid.org/0000-0001-8256-6734</orcidid></search><sort><creationdate>20190401</creationdate><title>Flow Division Dynamics in the Mekong Delta: Application of a 1D-2D Coupled Model</title><author>Eslami, Sepehr ; Hoekstra, Piet ; Kernkamp, Herman ; Trung, Nam Nguyen ; Duc ; Quang ; Februarianto ; Dam ; Vegt</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c331t-7a97ee0037c22c1ec3c97bcade5727b390ee465accc00c1a3809869e83dc3c5d3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2019</creationdate><topic>Computer simulation</topic><topic>Computer-generated environments</topic><topic>Deltas</topic><topic>Domains</topic><topic>Dry season</topic><topic>Environmental aspects</topic><topic>Estuaries</topic><topic>Finite volume method</topic><topic>Freshwater resources</topic><topic>Friction reduction</topic><topic>Irrigation</topic><topic>Irrigation systems</topic><topic>Irrigation water</topic><topic>Numerical analysis</topic><topic>Offshore operations</topic><topic>Rivers</topic><topic>Seasons</topic><topic>Stream flow</topic><topic>Tidal amplitude</topic><topic>Tidal prism</topic><topic>Two dimensional models</topic><topic>Upstream</topic><topic>Water discharge</topic><topic>Water levels</topic><topic>Wind</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Eslami, Sepehr</creatorcontrib><creatorcontrib>Hoekstra, Piet</creatorcontrib><creatorcontrib>Kernkamp, Herman</creatorcontrib><creatorcontrib>Trung, Nam Nguyen</creatorcontrib><creatorcontrib>Duc</creatorcontrib><creatorcontrib>Quang</creatorcontrib><creatorcontrib>Februarianto</creatorcontrib><creatorcontrib>Dam</creatorcontrib><creatorcontrib>Vegt</creatorcontrib><collection>CrossRef</collection><collection>ProQuest Central (Alumni Edition)</collection><collection>ProQuest Central UK/Ireland</collection><collection>ProQuest Central Essentials</collection><collection>ProQuest Central</collection><collection>ProQuest One Community College</collection><collection>ProQuest Central Korea</collection><collection>Publicly Available Content Database</collection><collection>ProQuest One Academic Eastern Edition (DO NOT USE)</collection><collection>ProQuest One Academic</collection><collection>ProQuest One Academic UKI Edition</collection><collection>ProQuest Central China</collection><jtitle>Water (Basel)</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Eslami, Sepehr</au><au>Hoekstra, Piet</au><au>Kernkamp, Herman</au><au>Trung, Nam Nguyen</au><au>Duc</au><au>Quang</au><au>Februarianto</au><au>Dam</au><au>Vegt</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Flow Division Dynamics in the Mekong Delta: Application of a 1D-2D Coupled Model</atitle><jtitle>Water (Basel)</jtitle><date>2019-04-01</date><risdate>2019</risdate><volume>11</volume><issue>4</issue><spage>837</spage><pages>837-</pages><issn>2073-4441</issn><eissn>2073-4441</eissn><abstract>The Mekong Delta constitutes a complicated multi-channel estuarine system, exchanging water with a delta-wide irrigation system. A 1D–2DH coupled numerical domain is calibrated and validated for water level and discharge during the dry season. This approach benefits from the simplicity of a 1D network within the estuarine and irrigation systems, while maintaining the interaction with the spatial tidal dynamics of the 2DH coastal domain. First, the role of the irrigation system on tidal dynamics is quantified; then, tidal propagation, freshwater budget, and the effect of offshore subtidal water level on discharge division are investigated. The results show that the complex irrigation system, in a friction-like manner, reduces the tidal amplitude up to 25%. The channels aggregate to 1% of the total water volume in the delta, while accommodating up to 10% of the tidal prism. Tidal amplitude reduces upstream, while subtidal water level is highly sensitive to upstream discharge, spring–neap cycles, and wind-generated offshore surge. 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subjects | Computer simulation Computer-generated environments Deltas Domains Dry season Environmental aspects Estuaries Finite volume method Freshwater resources Friction reduction Irrigation Irrigation systems Irrigation water Numerical analysis Offshore operations Rivers Seasons Stream flow Tidal amplitude Tidal prism Two dimensional models Upstream Water discharge Water levels Wind |
title | Flow Division Dynamics in the Mekong Delta: Application of a 1D-2D Coupled Model |
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