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Dispersion of Buoyant Waste Water Discharged from Outfall Diffusers of Finite Length

Roberts, Philip J. W. (1977) Dispersion of Buoyant Waste Water Discharged from Outfall Diffusers of Finite Length. W. M. Keck Laboratory of Hydraulics and Water Resources Report, 35. California Institute of Technology , Pasadena, CA. (Submitted) http://resolver.caltech.edu/CaltechAUTHORS:20160505-112155687

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Abstract

The three-dimensional flow field created by a simple line plume of finite length in a steady current of uniform density was investigated in a laboratory basin. The results can be used to aid in the prediction of dispersion of buoyant waste water released from line diffusers, particularly sewage discharges into the ocean. The experimental results for minimum surface dilution, S_m, were found to be independent of L/H, in the range 3.7 < L/H < 30 where L is the diffuser length and H the water depth, and independent of Reynolds number, Re = 4uH/ν, in the range 1190 < Re < 12,900 where u is the current velocity. The results are expressed graphically in the form: (S_(m)q)/uH = f(F,θ), where q is the volume flux per unit length, and θ the orientation of the line diffuser to the current. F is a type of Froude number defined by F = u^(3)/b, where b is the buoyancy flux per unit length. The initial momentum flux is assumed to be small. For a current perpendicular to the diffuser, and F > 0.2, the effluent mixes over the receiving water depth due to self-induced turbulence. When the diffuser is of finite length, the diluted effluent separates from the bottom at some point downstream and forms a two-layer flow. However, currents parallel to the diffuser do not produce mixing over the depth, and the flow forms a two-layer system immediately, even for Froude numbers as high as 100. For F < 0.1, dilution is independent of current speed and direction. For F > 0.1, dilutions when the current is perpendicular to the diffuser are proportional to the current speed. For 0.1 < F < 100 this dilution is about 60% of that predicted assuming uniform mixing of the effluent over the receiving water depth. This is due to the development of a vertically stable density profile. For F > 0.1, a diffuser placed perpendicular to the current will result in greater dilutions than if parallel. The ratio of minimum surface dilution when the current is perpendicular to that when the current is parallel increases with F, and is equal to about 4 at F = 100. Horizontal spreading of the waste field is governed by buoyancy forces rather than ambient turbulence. For F ≥ 1 the initial surface plume spreading is found to be linear, and independent of L/H and Re for 3.7 < L/H < 15, and 2,900 < Re < 13,000. Beyond this initial linear spreading zone the rate of plume growth decreases. It is speculated that regimes may exist where the surface width grows as the 2/3 or 1/5 power of downstream distance; the results are not adequate to confirm these growth laws. It is believed that ambient turbulence has no significant effect on diluting the waste within several diffuser lengths from the source. The results have been presented in a manner which makes them immediately applicable for improving outfall designs, and demonstrates the error frequently made in assuming two-dimensional flow fields. This assumption is incorrect even if the diffuser length is an order of magnitude greater than the water depth.


Item Type:Report or Paper (Technical Report)
Additional Information:Many people contributed to this study, and I would like to express my gratitude to them. First and foremost was my adviser, Norman H. Brooks, who suggested this project and provided much encouragement and assistance essential for its completion. Drs. R. C. Y. Koh and E. J. List made many valuable suggestions during the writing of the thesis. Fellow students E. Naheer and N. Kotsovinos made many useful comments. Greg Gartrell also made many comments, whether wanted or not. Dr. Koh also made many helpful suggestions on the experimental aspects. I would also like to thank Mr. Elton F. Daly for his invaluable assistance and advice in all practical matters, Joe Fontana who constructed much of the equipment, and Dave Byrum who prepared the drawings. Dale Johnson and Linda Figueroa assisted with the laboratory experiments, and Bob Shultz and Hugh Ginter assisted with the field experiments. Mrs. Joan Mathews performed an excellent job in typing the text. The writer acknowledges support from the following sources at various times during the course of this research: National Science Foundation (Grant Numbers GK-35774X, ENG75-02985 and ENG75-02985 A01), Environmental Protection Agency (Contract Number 68-03-0434), Rockefeller Foundation (Grant Number RF-72049), and Ford Motor Company Fund for Energy Research (through the Caltech Energy Steering Committee). Finally, I would like to thank Yvette, my wife, for her love and encouragement which were so needed during the course of this study. This report was submitted in March, 1977 as a thesis for the degree of Doctor of Philosophy in Environmental Engineering Science at the California Institute of Technology.
Group:W. M. Keck Laboratory of Hydraulics and Water Resources
Funders:
Funding AgencyGrant Number
NSFGK-35774X
NSFENG75-02985
NSFENG75-02985 A01
Environmental Protection Agency (EPA)68-03-0434
Rockefeller FoundationRF-72049
Ford Motor Company Fund for Energy ResearchUNSPECIFIED
Record Number:CaltechAUTHORS:20160505-112155687
Persistent URL:http://resolver.caltech.edu/CaltechAUTHORS:20160505-112155687
Usage Policy:No commercial reproduction, distribution, display or performance rights in this work are provided.
ID Code:66690
Collection:CaltechKHR
Deposited By: Melissa Ray
Deposited On:21 May 2018 17:29
Last Modified:11 Jan 2019 20:38

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