Quantitative Relationships between the Tidal Current Limit, Tidal Level Limit and River Discharge in the Changjiang River Estuary

Estuaries are areas where runoff and tide interact. Tidal waves propagate upstream from river mouths and produce tidal currents and tidal level variations along rivers. Based on the hydrological frequency analysis of river discharge in the dry season and flood season at the Datong hydrological stati...

Full description

Bibliographic Details
Main Authors: Chengcheng Hou, Jianrong Zhu, Ju Huang, Xinyue Cheng
Format: Article
Language:English
Published: MDPI AG 2021-11-01
Series:Journal of Marine Science and Engineering
Subjects:
Online Access:https://www.mdpi.com/2077-1312/9/11/1291
_version_ 1797509811904970752
author Chengcheng Hou
Jianrong Zhu
Ju Huang
Xinyue Cheng
author_facet Chengcheng Hou
Jianrong Zhu
Ju Huang
Xinyue Cheng
author_sort Chengcheng Hou
collection DOAJ
description Estuaries are areas where runoff and tide interact. Tidal waves propagate upstream from river mouths and produce tidal currents and tidal level variations along rivers. Based on the hydrological frequency analysis of river discharge in the dry season and flood season at the Datong hydrological station over the past 70 years, a three-dimensional estuary numerical model was used to produce the quantitative relationships between the tidal current limit, tidal level limit and river discharge in the Changjiang River estuary. The positions of tidal current limit and tidal level limit depend not only on river discharge but also on river topography. When river discharge varies from a hydrological frequency of 95% to 5%, the relationship between the tidal current limit and river discharge is <inline-formula><math xmlns="http://www.w3.org/1998/Math/MathML" display="inline"><semantics><mrow><mi>y</mi><mo>=</mo><mn>2</mn><mo>×</mo><msup><mrow><mn>10</mn></mrow><mrow><mo>−</mo><mn>13</mn></mrow></msup><msup><mi>x</mi><mn>3</mn></msup><mrow><mo>+</mo><mn>3</mn><mo> </mo><mo>×</mo><mo> </mo></mrow><msup><mrow><mn>10</mn></mrow><mrow><mo>−</mo><mn>8</mn></mrow></msup><msup><mi>x</mi><mn>2</mn></msup><mo>−</mo><mrow><mo> </mo><mn>0</mn></mrow><mrow><mo>.</mo><mn>0074</mn><mi>x</mi><mo>+</mo><mn>359</mn></mrow><mrow><mo>.</mo><mn>35</mn></mrow></mrow></semantics></math></inline-formula> in the flood season, with a variation range of 90 km, and <inline-formula><math xmlns="http://www.w3.org/1998/Math/MathML" display="inline"><semantics><mrow><mi>y</mi><mo>=</mo><mo>−</mo><mn>4</mn><mo>×</mo><msup><mrow><mn>10</mn></mrow><mrow><mo>−</mo><mn>10</mn></mrow></msup><msup><mi>x</mi><mn>3</mn></msup><mo>−</mo><mrow><mn>1</mn><mo> </mo><mo>×</mo><mo> </mo></mrow><msup><mrow><mn>10</mn></mrow><mrow><mo>−</mo><mn>5</mn></mrow></msup><msup><mi>x</mi><mn>2</mn></msup><mo>−</mo><mn>0</mn><mrow><mo>.</mo><mn>1937</mn><mi>x</mi><mo> </mo></mrow><mo>−</mo><mrow><mo> </mo><mn>1232</mn></mrow><mrow><mo>.</mo><mn>9</mn></mrow></mrow></semantics></math></inline-formula> in the dry season, with a variation range of 200 km. The relationship between the tidal level limit and river discharge is <inline-formula><math xmlns="http://www.w3.org/1998/Math/MathML" display="inline"><semantics><mrow><mi>y</mi><mo>=</mo><mn>6</mn><mo>×</mo><msup><mrow><mn>10</mn></mrow><mrow><mo>−</mo><mn>8</mn></mrow></msup><msup><mi>x</mi><mn>2</mn></msup><mo>−</mo><mn>0</mn><mrow><mo>.</mo><mn>0096</mn><mi>x</mi><mo>+</mo><mn>775</mn></mrow><mrow><mo>.</mo><mn>94</mn></mrow></mrow></semantics></math></inline-formula> in the flood season, with a variation range of 127 km, and <inline-formula><math xmlns="http://www.w3.org/1998/Math/MathML" display="inline"><semantics><mrow><mi>y</mi><mo>=</mo><mn>0.3428</mn><msup><mi>x</mi><mn>2</mn></msup><mo>−</mo><mn>17</mn><mrow><mo>.</mo><mn>9</mn><mi>x</mi><mo>+</mo><mn>777</mn></mrow><mrow><mo>.</mo><mn>55</mn></mrow></mrow></semantics></math></inline-formula> in the dry season, with a variation range of 83 km, which is located far upstream of the Datong hydrological station.
first_indexed 2024-03-10T05:23:02Z
format Article
id doaj.art-d5f20568cacd45ceb060841730fdd43a
institution Directory Open Access Journal
issn 2077-1312
language English
last_indexed 2024-03-10T05:23:02Z
publishDate 2021-11-01
publisher MDPI AG
record_format Article
series Journal of Marine Science and Engineering
spelling doaj.art-d5f20568cacd45ceb060841730fdd43a2023-11-22T23:54:34ZengMDPI AGJournal of Marine Science and Engineering2077-13122021-11-01911129110.3390/jmse9111291Quantitative Relationships between the Tidal Current Limit, Tidal Level Limit and River Discharge in the Changjiang River EstuaryChengcheng Hou0Jianrong Zhu1Ju Huang2Xinyue Cheng3Shanghai Branch of Jiangsu Taihu Planning and Design Institute of Water Resources Co., Ltd., Shanghai 200433, ChinaState Key Laboratory of Estuarine and Coastal Research, East China Normal University, Shanghai 200241, ChinaState Key Laboratory of Estuarine and Coastal Research, East China Normal University, Shanghai 200241, ChinaState Key Laboratory of Estuarine and Coastal Research, East China Normal University, Shanghai 200241, ChinaEstuaries are areas where runoff and tide interact. Tidal waves propagate upstream from river mouths and produce tidal currents and tidal level variations along rivers. Based on the hydrological frequency analysis of river discharge in the dry season and flood season at the Datong hydrological station over the past 70 years, a three-dimensional estuary numerical model was used to produce the quantitative relationships between the tidal current limit, tidal level limit and river discharge in the Changjiang River estuary. The positions of tidal current limit and tidal level limit depend not only on river discharge but also on river topography. When river discharge varies from a hydrological frequency of 95% to 5%, the relationship between the tidal current limit and river discharge is <inline-formula><math xmlns="http://www.w3.org/1998/Math/MathML" display="inline"><semantics><mrow><mi>y</mi><mo>=</mo><mn>2</mn><mo>×</mo><msup><mrow><mn>10</mn></mrow><mrow><mo>−</mo><mn>13</mn></mrow></msup><msup><mi>x</mi><mn>3</mn></msup><mrow><mo>+</mo><mn>3</mn><mo> </mo><mo>×</mo><mo> </mo></mrow><msup><mrow><mn>10</mn></mrow><mrow><mo>−</mo><mn>8</mn></mrow></msup><msup><mi>x</mi><mn>2</mn></msup><mo>−</mo><mrow><mo> </mo><mn>0</mn></mrow><mrow><mo>.</mo><mn>0074</mn><mi>x</mi><mo>+</mo><mn>359</mn></mrow><mrow><mo>.</mo><mn>35</mn></mrow></mrow></semantics></math></inline-formula> in the flood season, with a variation range of 90 km, and <inline-formula><math xmlns="http://www.w3.org/1998/Math/MathML" display="inline"><semantics><mrow><mi>y</mi><mo>=</mo><mo>−</mo><mn>4</mn><mo>×</mo><msup><mrow><mn>10</mn></mrow><mrow><mo>−</mo><mn>10</mn></mrow></msup><msup><mi>x</mi><mn>3</mn></msup><mo>−</mo><mrow><mn>1</mn><mo> </mo><mo>×</mo><mo> </mo></mrow><msup><mrow><mn>10</mn></mrow><mrow><mo>−</mo><mn>5</mn></mrow></msup><msup><mi>x</mi><mn>2</mn></msup><mo>−</mo><mn>0</mn><mrow><mo>.</mo><mn>1937</mn><mi>x</mi><mo> </mo></mrow><mo>−</mo><mrow><mo> </mo><mn>1232</mn></mrow><mrow><mo>.</mo><mn>9</mn></mrow></mrow></semantics></math></inline-formula> in the dry season, with a variation range of 200 km. The relationship between the tidal level limit and river discharge is <inline-formula><math xmlns="http://www.w3.org/1998/Math/MathML" display="inline"><semantics><mrow><mi>y</mi><mo>=</mo><mn>6</mn><mo>×</mo><msup><mrow><mn>10</mn></mrow><mrow><mo>−</mo><mn>8</mn></mrow></msup><msup><mi>x</mi><mn>2</mn></msup><mo>−</mo><mn>0</mn><mrow><mo>.</mo><mn>0096</mn><mi>x</mi><mo>+</mo><mn>775</mn></mrow><mrow><mo>.</mo><mn>94</mn></mrow></mrow></semantics></math></inline-formula> in the flood season, with a variation range of 127 km, and <inline-formula><math xmlns="http://www.w3.org/1998/Math/MathML" display="inline"><semantics><mrow><mi>y</mi><mo>=</mo><mn>0.3428</mn><msup><mi>x</mi><mn>2</mn></msup><mo>−</mo><mn>17</mn><mrow><mo>.</mo><mn>9</mn><mi>x</mi><mo>+</mo><mn>777</mn></mrow><mrow><mo>.</mo><mn>55</mn></mrow></mrow></semantics></math></inline-formula> in the dry season, with a variation range of 83 km, which is located far upstream of the Datong hydrological station.https://www.mdpi.com/2077-1312/9/11/1291Changjiang River estuarytidal current limittidal level limitquantitative relationship
spellingShingle Chengcheng Hou
Jianrong Zhu
Ju Huang
Xinyue Cheng
Quantitative Relationships between the Tidal Current Limit, Tidal Level Limit and River Discharge in the Changjiang River Estuary
Journal of Marine Science and Engineering
Changjiang River estuary
tidal current limit
tidal level limit
quantitative relationship
title Quantitative Relationships between the Tidal Current Limit, Tidal Level Limit and River Discharge in the Changjiang River Estuary
title_full Quantitative Relationships between the Tidal Current Limit, Tidal Level Limit and River Discharge in the Changjiang River Estuary
title_fullStr Quantitative Relationships between the Tidal Current Limit, Tidal Level Limit and River Discharge in the Changjiang River Estuary
title_full_unstemmed Quantitative Relationships between the Tidal Current Limit, Tidal Level Limit and River Discharge in the Changjiang River Estuary
title_short Quantitative Relationships between the Tidal Current Limit, Tidal Level Limit and River Discharge in the Changjiang River Estuary
title_sort quantitative relationships between the tidal current limit tidal level limit and river discharge in the changjiang river estuary
topic Changjiang River estuary
tidal current limit
tidal level limit
quantitative relationship
url https://www.mdpi.com/2077-1312/9/11/1291
work_keys_str_mv AT chengchenghou quantitativerelationshipsbetweenthetidalcurrentlimittidallevellimitandriverdischargeinthechangjiangriverestuary
AT jianrongzhu quantitativerelationshipsbetweenthetidalcurrentlimittidallevellimitandriverdischargeinthechangjiangriverestuary
AT juhuang quantitativerelationshipsbetweenthetidalcurrentlimittidallevellimitandriverdischargeinthechangjiangriverestuary
AT xinyuecheng quantitativerelationshipsbetweenthetidalcurrentlimittidallevellimitandriverdischargeinthechangjiangriverestuary