Application Of A Two Dimensional Model Of Hydrodynamics And Water Quality Ce Qual W2 To Cordell Hull Reservoir Tennessee
Download Application Of A Two Dimensional Model Of Hydrodynamics And Water Quality Ce Qual W2 To Cordell Hull Reservoir Tennessee full books in PDF, epub, and Kindle. Read online free Application Of A Two Dimensional Model Of Hydrodynamics And Water Quality Ce Qual W2 To Cordell Hull Reservoir Tennessee ebook anywhere anytime directly on your device. Fast Download speed and no annoying ads. We cannot guarantee that every ebooks is available!
Author | : Stacy E. Howington |
Publisher | : |
Total Pages | : 138 |
Release | : 1988 |
Genre | : CE-QUAL-W2 (Mathematical model) |
ISBN | : |
Although not problematic within this reservoir, unacceptably low dissolved oxygen concentrations farther downstream in the system of reservoirs in the Cumberland River Basin have caused concern. This model study was undertaken to evaluate the water quality (specifically temperature and dissolved oxygen) impacts of operational changes at individual reservoir outlet structures. The study was also designed to reveal the interactions between hydrodynamics and stratification within the reservoir. Unstable stratification is thought to be responsible for additional problems in the reservoir: absence of an anticipated substantial fishery and a less than desirable amount of contact recreation. The concept of installing submerged weirs at the mouths of two of the reservoir's embayments within an established recreational site was proposed to help alleviate these 2 problems. As Cordell Hull Lock and Dam operates as a run-of-the-river navigation project on the main-stem Cumberland River, no significant operational changes at this site are possible. The reservoir is characterized by high flows, intermittent moderate to weak thermal stratification, and a relatively shallow pool. These factors combine, as was demonstrated by the model testing results, to preclude significant control over the release quality characteristics. However, the advective nature of the reservoir presents an advantage. Any changes to the quality of incoming water of Cordell Hull Reservoir will be propagated downstream, largely intact. (EDC).
Author | : Thomas M. Cole |
Publisher | : |
Total Pages | : 364 |
Release | : 1995 |
Genre | : CE-QUAL-W2 (Computer program) |
ISBN | : |
Author | : James L. Martin |
Publisher | : |
Total Pages | : 82 |
Release | : 1987 |
Genre | : |
ISBN | : |
This report describes the application of a two-dimensional, laterally averaged, hydrodynamic and water quality model (CE-QUAL-W2) to DeGray Lake, Arkansas. The model successfully predicted spatial and temporal variations in dissolved oxygen concentrations and other water quality variables over the stratification cycle. The application and testing of the model are described. Keywords: Reservoir stratification; Lake hydrodynamics; Computer programs; Water quality.
Author | : James L. Martin |
Publisher | : |
Total Pages | : 86 |
Release | : 1987 |
Genre | : CE-QUAL-W2 (Computer program) |
ISBN | : |
Author | : |
Publisher | : |
Total Pages | : 328 |
Release | : 1986 |
Genre | : CE-QUAL-W2 (Computer program) |
ISBN | : |
Author | : James L. Martin |
Publisher | : |
Total Pages | : 79 |
Release | : 1987 |
Genre | : |
ISBN | : |
Author | : James L. Martin |
Publisher | : |
Total Pages | : 106 |
Release | : 2000 |
Genre | : CE-QUAL-W2 (Computer program) |
ISBN | : |
Author | : |
Publisher | : |
Total Pages | : 0 |
Release | : 1995 |
Genre | : |
ISBN | : |
This manual describes and provides guidance for the use of CE-QUAL-W2 V2.O, a two-dimensional, longitudinal/vertical, hydrodynamic and water quality model. The model was originally developed by the Environmental and Hydraulics laboratories, U.S. Army Engineer Waterways Experiment Station, and is suitable for applications to rivers, lakes, reservoirs, and estuaries. Version 2.0 is a result of major code modifications that have improved the mathematical description of the prototype, computational efficiency, and utility of the model. The manual is organized into three chapters and four appendixes. Chapter (1) consists of an introduction to the model and the user manual. Chapter (2) describes the model's major capabilities and limitations. Chapter (3) provides an overview of the steps involved in applying the model including data preparation and model application. The appendixes provide the user with the information necessary to understand the model details. Appendix A describes the theoretical, numerical, and computational basis for the hydrodynamic portion of the model. Appendix B describes the theoretical and computational basis for the water quality portion of the model. Appendix C describes the preparation of input files. Appendix D describes the algorithms used in the code. An index is included in Appendix E. References include a partial bibliography of CE-QUAL-W2 applications.
Author | : |
Publisher | : |
Total Pages | : 1170 |
Release | : 1989 |
Genre | : Sewage |
ISBN | : |
Author | : James L. Martin |
Publisher | : |
Total Pages | : |
Release | : 1986 |
Genre | : |
ISBN | : |