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The Critical Flow-Storm Approach for Nitrate TMDL Development in the Muddy Creek Watershed, Virginia
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Description: Book cover
The Critical Flow-Storm Approach for Nitrate TMDL Development in the Muddy Creek Watershed, Virginia

The Critical Flow-Storm Approach for Nitrate TMDL Development in the Muddy Creek Watershed, Virginia

The Critical Flow-Storm Approach for Nitrate TMDL Development in the Muddy Creek Watershed, Virginia

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Description: Book cover
The Critical Flow-Storm Approach for Nitrate TMDL Development in the Muddy Creek Watershed, Virginia
Abstract
One of the key challenges in the TMDL development is how to define the critical condition for a receiving water body. When point sources and nonpoint sources are considered in an “integrated” manner, the worst-case scenario is not obviously known because of the fact that pollutant loads come from both constant flow point sources and storm-driven, time-varying nonpoint sources. The main concern of using continuous simulation approach is that the use of data during specific representative hydrologic period does not necessarily cover the most “critical” condition and it is very data intensive. A practical, event-based Critical Flow-Storm (CFS) approach was developed with application in the Nitrate TMDL Development for Muddy Creek/Dry River in Virginia using BASINS/HSPF. As an alternative method for TMDL development, the CFS approach gives reasonable results and explicitly addresses the critical condition as a combination of stream flow, magnitude of the storm event and initial watershed condition.
One of the key challenges in the TMDL development is how to define the critical condition for a receiving water body. When point sources and nonpoint sources are considered in an “integrated” manner, the worst-case scenario is not obviously known because of the fact that pollutant loads come from both constant flow point sources and storm-driven, time-varying nonpoint sources. The main...
Author(s)
Harry X. ZhangShaw L. YuTeresa B. Culver
SourceProceedings of the Water Environment Federation
SubjectSession 67 - Surface Water Quality and Ecology Symposium: TMDL II—Implementation, Design and Case Studies
Document typeConference Paper
PublisherWater Environment Federation
Print publication date Jan, 2001
ISSN1938-6478
SICI1938-6478(20010101)2001:10L.498;1-
DOI10.2175/193864701790860579
Volume / Issue2001 / 10
Content sourceWEFTEC
First / last page(s)498 - 527
Copyright2001
Word count164

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Description: Book cover
The Critical Flow-Storm Approach for Nitrate TMDL Development in the Muddy Creek Watershed, Virginia
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Description: Book cover
The Critical Flow-Storm Approach for Nitrate TMDL Development in the Muddy Creek Watershed, Virginia
Abstract
One of the key challenges in the TMDL development is how to define the critical condition for a receiving water body. When point sources and nonpoint sources are considered in an “integrated” manner, the worst-case scenario is not obviously known because of the fact that pollutant loads come from both constant flow point sources and storm-driven, time-varying nonpoint sources. The main concern of using continuous simulation approach is that the use of data during specific representative hydrologic period does not necessarily cover the most “critical” condition and it is very data intensive. A practical, event-based Critical Flow-Storm (CFS) approach was developed with application in the Nitrate TMDL Development for Muddy Creek/Dry River in Virginia using BASINS/HSPF. As an alternative method for TMDL development, the CFS approach gives reasonable results and explicitly addresses the critical condition as a combination of stream flow, magnitude of the storm event and initial watershed condition.
One of the key challenges in the TMDL development is how to define the critical condition for a receiving water body. When point sources and nonpoint sources are considered in an “integrated” manner, the worst-case scenario is not obviously known because of the fact that pollutant loads come from both constant flow point sources and storm-driven, time-varying nonpoint sources. The main...
Author(s)
Harry X. ZhangShaw L. YuTeresa B. Culver
SourceProceedings of the Water Environment Federation
SubjectSession 67 - Surface Water Quality and Ecology Symposium: TMDL II—Implementation, Design and Case Studies
Document typeConference Paper
PublisherWater Environment Federation
Print publication date Jan, 2001
ISSN1938-6478
SICI1938-6478(20010101)2001:10L.498;1-
DOI10.2175/193864701790860579
Volume / Issue2001 / 10
Content sourceWEFTEC
First / last page(s)498 - 527
Copyright2001
Word count164

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Harry X. Zhang# Shaw L. Yu# Teresa B. Culver. The Critical Flow-Storm Approach for Nitrate TMDL Development in the Muddy Creek Watershed, Virginia. Alexandria, VA 22314-1994, USA: Water Environment Federation, 2018. Web. 6 Jun. 2025. <https://www.accesswater.org?id=-287879CITANCHOR>.
Harry X. Zhang# Shaw L. Yu# Teresa B. Culver. The Critical Flow-Storm Approach for Nitrate TMDL Development in the Muddy Creek Watershed, Virginia. Alexandria, VA 22314-1994, USA: Water Environment Federation, 2018. Accessed June 6, 2025. https://www.accesswater.org/?id=-287879CITANCHOR.
Harry X. Zhang# Shaw L. Yu# Teresa B. Culver
The Critical Flow-Storm Approach for Nitrate TMDL Development in the Muddy Creek Watershed, Virginia
Access Water
Water Environment Federation
December 22, 2018
June 6, 2025
https://www.accesswater.org/?id=-287879CITANCHOR