Development of Three-Dimensional Hydrodynamic and Water Quality Models to Support Total Maximum Daily Load Decision Process for the Neuse River Estuary, North Carolina-Reference-Cited by-同舟云学术

Development of Three-Dimensional Hydrodynamic and Water Quality Models to Support Total Maximum Daily Load Decision Process for the Neuse River Estuary, North Carolina

Published:2003-07 Issue:4 Volume:129 Page:295-306
ISSN:0733-9496
Container-title:Journal of Water Resources Planning and Management
language:en
Short-container-title:J. Water Resour. Plann. Manage.

Author:

Wool Tim A.¹,Davie Steven R.²,Rodriguez Hugo N.²

Affiliation:

1. US EPA Region 4, Water Management Division, Atlanta Federal Center, 61 Forsyth Street, Atlanta, GA 30303, 404-562-9260.

2. Tetra Tech, Inc., 2110 Powers Ferry Road, Suite 202, Atlanta, GA 30339.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Management, Monitoring, Policy and Law,Water Science and Technology,Geography, Planning and Development,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9496%282003%29129%3A4%28295%29

Reference10 articles.

1. Ambrose R. B. Jr. Wool T. A. Connolly J. P. and Schanz R. W. (1988). WASP4 a hydrodynamic and water quality model – model theory user’s manual and programmer’s guide U.S. Environmental Protection Agency Environmental Research Laboratory Athens EPA/600/3-87/039.

2. Bales J. D. and Robbins J. C. (1999). “A dynamic water-quality modeling framework for the Neuse River estuary North Carolina.” Water-Resources Investigations Rep. 99-4017 U.S. Geological Survey Raleigh N.C.

3. Integrated Approach to Total Maximum Daily Load Development for Neuse River Estuary using Bayesian Probability Network Model (Neu-BERN)

4. A CE-QUAL-W2 Model of Neuse Estuary for Total Maximum Daily Load Development

5. Bowen J. D. and Hieronymus J. (2000). “Neuse River estuary modeling and monitoring project stage 1: Predictions and uncertainty analysis of response to nutrient loading using a mechanistic eutrophication model.” Rep. No. 325-D October 2000 Univ. of North Carolina at Charlotte N.C.

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