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1. |
PHYSICAL AND CONCEPTUAL SIMULATION OF EFFLUENTS FROM DREDGED MATERIAL CONFINEMENT FACILITIES1 |
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JAWRA Journal of the American Water Resources Association,
Volume 13,
Issue 6,
1977,
Page 1107-1107
Jospeph A. Fitzpatrick,
Dimitrios K. Atmatzidis,
Raymond J. Krizek,
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摘要:
ABSTRACT:Environmental protection dictates that effluents of desired quality should be dischargd from dredged material confinement facilities. In general, this can be accomplished by supplementing the solid‐liquid separation obtained by simple sedimentation with appropriate filter systems which provide additional clarification. A methodology to estimate the sedimentation required in a disposal area was developed on the basis of classical sedimentation theories and compared favorably with field data. A procedure was then advanced and documented whereby effluents from dredged material confinement facilities can be successfully modeled for laboratory filtration tests. For these purposes inorganic suspended solids can be simulted reasonably well by adjusting the concentration of commercially available clays, and fresh or saline water environments can be simulated satisfactorily by tap water or sodium chloride solutions, respectivel
ISSN:1093-474X
DOI:10.1111/j.1752-1688.1977.tb02083.x
出版商:Blackwell Publishing Ltd
年代:1977
数据来源: WILEY
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2. |
EFFECTS OF URBAN LAKES ON QUANTITY AND QUALITY OF BASEFLOW1 |
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JAWRA Journal of the American Water Resources Association,
Volume 13,
Issue 6,
1977,
Page 1119-1130
Douglas S. Cherkauer,
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摘要:
ABSTRACT:Man‐made lakes have significant impacts on the hydrologic conditions in the watershed in which they are built. This paper examines the nature of the impact upon baseflow by comparing baseflow conditions at the outlet of the lakes with those elsewhere in the watershed. Situated in the upper reaches of a small watershed, the lakes studied have only a minor effect upon the magnitude of baseflow discharge, increasing it slightly from October to January, and decreasing it from May to September. Baseflow quality is substantially affected. Natural dissolved ions, as represented by magnesium, are generally decreased in concentration and total load by the lakes. Road salt related inons are substantially increased in both concentration and total load in the baseflow. Surface runoff stored in the lakes is extremely enriched in salt in the winter, and the storage capacity of the lakes is sufficient to maintain winter salt concentrations in the baseflow near the lakes until summer. The storage effect also tends to damp out seasonal fluctuations in baseflow chloride content which are extreme in suburban watersheds. The difference in quality between the lake and non‐lake baseflows and the linear distance needed for complete mixing are used as measures of the magnitude and distal extent of the lake effect on baseflow qual
ISSN:1093-474X
DOI:10.1111/j.1752-1688.1977.tb02084.x
出版商:Blackwell Publishing Ltd
年代:1977
数据来源: WILEY
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3. |
FIELD EVALUATION OF SOME PUBLIC INVOLVEMENT TECHNIQUES1 |
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JAWRA Journal of the American Water Resources Association,
Volume 13,
Issue 6,
1977,
Page 1131-1140
Leonard Ortolano,
Thomas P. Wagner,
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摘要:
ABSTRACT:Public involvement in water resources planning is receiving much current attention, and there is a need to examine systematically how different public involvement techniques work in practice. The following techniques were among those used to involve the public in a recent Corps of Engineers’study of flooding on San Pedro Creek in Pacifica, California: a public workshop, citizen information bulletins (CIBs) and questionnaries. Interviews were held with 75 study participants to evaluate the effectiveness of these techniques. The interviews indicated that various study participants felt positively about the particular workshop format employed and about the use of a communications specialist to train workshop leaders. There were mixed reactions to the effectiveness of the CIBs and questionnaires. Although many individual citizens felt that the CIBs and questionnaires were useful, some of the Corps planners felt that CIBs and questionnaires would only be “cost‐effective” on large studies and/or where the questionnaire response rate was high. The interviews led to a number of specific suggestions regarding how the extent of public involvement could be increased in future water resources planning
ISSN:1093-474X
DOI:10.1111/j.1752-1688.1977.tb02085.x
出版商:Blackwell Publishing Ltd
年代:1977
数据来源: WILEY
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4. |
A MODELLING METHOD FOR EVALUATING WATER QUALITY POLICIES IN NONSERIAL RIVER SYSTEMS1 |
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JAWRA Journal of the American Water Resources Association,
Volume 13,
Issue 6,
1977,
Page 1141-1152
M. B. Bayer,
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摘要:
ABSTRACT:This paper describes a modelling method which simplifies the evaluation of water quality policies for nonserial (branching) river systems. The method introduces dummy facilities at the junctions of the major tributary branches with the mainstream as replacements for the facilities and activities on the tributaries. The cost functions for the dummy facilities and the DO and BOD concentrations at the junctions as determined for each tributary are introduced into the mainstream serial system model which is then solved for the optimal values of the mainstream treatment plant efficiencies, the dummy facility effeciencies, and the tributary system DO and BOD concentrations using nonlinear programming. Given the optimum values for the dummy facility efficiencies and the values for the tributary system DO and BOD concentrations, the optimum values for the tributary treatment plant efficiencies are found using nonlinear programming. The method is applied to a river system with a mainstream and one major tributary which contain industrial and municipal organic and thermal polluters and their associated wastewater treatment plants.
ISSN:1093-474X
DOI:10.1111/j.1752-1688.1977.tb02086.x
出版商:Blackwell Publishing Ltd
年代:1977
数据来源: WILEY
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5. |
HYDROLOGIC CONSIDERATIONS OF THE UPPER ST. JOHNS RIVER BASIN, FLORIDA1 |
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JAWRA Journal of the American Water Resources Association,
Volume 13,
Issue 6,
1977,
Page 1153-1164
William J. McElroy,
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摘要:
ABSTRACT:Since the early 1900's the Upper St. Johns River Basin, Florida, has been experiencing rapid agricultural development, through reclamation of the low‐lying marshland by organized drainage districts, private land owners and corporations. These low‐lying marsh areas, which constitute the floodplain, have been altered by the creation of levees, thereby reducing the natural storage capacity and permanently altering the regime of the system. This floodplain encroachment has resulted in both higher and lower water levels occurring in the upper basin area, and an increase in hydroperiod. This paper discusses the history and background of the basin accompanied by a hydrologic discussion, and suggests recommendations for a water management plan that could improve the overall operation and management of the Upper St. Johns River ba
ISSN:1093-474X
DOI:10.1111/j.1752-1688.1977.tb02087.x
出版商:Blackwell Publishing Ltd
年代:1977
数据来源: WILEY
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6. |
ACCIDENTAL AND PLANNED WEATHER MODIFICATION IN ILLINOIS1 |
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JAWRA Journal of the American Water Resources Association,
Volume 13,
Issue 6,
1977,
Page 1165-1174
Stanley A. Changnon,
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摘要:
ABSTRACT:Weather modification, both planned by man and that accidentally produced by man, has been under intensive study in Illinois for ten years. Most everyone in Illinois and the Midwest is living in a climate that now is modified inadvertently from its natural state. State atmospheric scientists have tackled weather modification through a series of interrelated studies beginning with climatic studies (to establish the background), experimental design studies, experimental field studies to verify changes and their causes, and finally socio‐economic and environmental studies to measure the impacts of weather modification. Studies at St. Louis show that the city acts as a trigger of summer clouds and rainfall leading to 4 to 6 summer days with 3 cm or more rain somewhere just east of the city. Power plants and jet aircraft also accidentally produce climatic changes. A focus on planned weather modification has been on the design of needed midwestern experiments in rainfall enhancement and hail suppression including the societal and environmental impact
ISSN:1093-474X
DOI:10.1111/j.1752-1688.1977.tb02088.x
出版商:Blackwell Publishing Ltd
年代:1977
数据来源: WILEY
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7. |
HYDROELECTRIC POWER AND SCENIC PROVISIONS OF THE 1950 NIAGARA TREATY1 |
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JAWRA Journal of the American Water Resources Association,
Volume 13,
Issue 6,
1977,
Page 1175-1190
B. F. Friesen,
J. C. Day,
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摘要:
ABSTRACT:An important international Niagara River management issue concerns allocation of the average 202,000 cubic feet per second river discharge for hydroelectric power and scenic purposes. Major water diversions from Niagara Falls are necessary for power production. Flow is allocated by the 1950 Niagara Treaty which is intended to maximize power benefits and preserve and enhance the scenic fals spectacle. This paper examines the extent to which the Treaty objectives have been achieved. Based on analyses of government documents, engineering data, and falls‐viewing patterns, it is concluded that the 1950 Treaty led to enhancement of the falls spectacle and increased power generation. But significant additional power diversions probably are attainable without adverse effect upon the existing falls spectacle. Reducing daytime summer Horseshoe Falls flow and scheduling spring and autumn flow according to viewing patterns are possible means of increasing power diversions. Existing generating facilities could use considerably more water and the value of additional Niagara hydroelectricity is very high in terms of generation‐cost savings over alternative power sources. Because of the cultural importance of the falls, Treaty modifications to permit increased power diversions are not recommended without prior public opinion sampling and on‐site viewing experiments. These findings highlight the need for more careful study before long‐term international agreements are concluded and illustrate the need for more flexible treaty arrangements to permit periodic adjustments for changing con
ISSN:1093-474X
DOI:10.1111/j.1752-1688.1977.tb02089.x
出版商:Blackwell Publishing Ltd
年代:1977
数据来源: WILEY
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8. |
PHOSPHORUS ACCUMULATION ‐ DISCHARGE CYCLES IN MARSHES1 |
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JAWRA Journal of the American Water Resources Association,
Volume 13,
Issue 6,
1977,
Page 1191-1202
Fred I. Spangler,
C. W. Fetter,
William E. Sloey,
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摘要:
ABSTRACT:Artificial and natural marshes were studied to determine changes in quality of polluted water passing through them. Phosphorus removal ranged from zero to 64%. Removals in the 35% range were common, however. Much of the phosphorus went into sediments and unharvestable plant parts. Harvesting vegetation removed 6% of the phosphorus put into the system. Accumulation of phosphorus during the growing season was about 20 g*m−2, much of which was flushed out after the onset of freezing weather. The amount of phosphorus flushed out can be prevented from entering a lake or stream by handling the marsh discharge in one of three ways; irrigate on land, lagoon to recycle later, treat conventionally if facilities are availabl
ISSN:1093-474X
DOI:10.1111/j.1752-1688.1977.tb02090.x
出版商:Blackwell Publishing Ltd
年代:1977
数据来源: WILEY
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9. |
A CLOSED WATER REUSE SYSTEM FOR POWER PLANT COOLING AND DIGESTER HEATING1 |
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JAWRA Journal of the American Water Resources Association,
Volume 13,
Issue 6,
1977,
Page 1203-1214
Yishu Chiu,
William Guey‐Lee,
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摘要:
ABSTRACT:A model consisting of closed water reuse and productive use of various types of wastes for energy generation is presented. The sewage after treatment would be used as the cooling water for power plants, and the condenser discharge therefrom be used as heating water for sludge digesters. The water is then purified for municipal water supply for continuous use. The advantages of this system are that water resources and energy are conserved while various types of wastes including waste heat are controlled.With a preliminary system analysis, it appears that the design for power plant based on the total heating value of wastes and digester capacity based on sewage sludge generation is feasible in terms of acquisition and full utilization of various types of wastes as generated in a single metropolitan area. The system as shown in this design is in balance among various factors such as the generation rate of municipal refuse, municipal sewage, waste heat in the condenser discharge, and raw sewage sludge.
ISSN:1093-474X
DOI:10.1111/j.1752-1688.1977.tb02091.x
出版商:Blackwell Publishing Ltd
年代:1977
数据来源: WILEY
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10. |
SURFACE WATER‐ESKER RECHARGE STUDY EAST LANSING‐MERIDIAN TOWNSHIP, MICHIGAN1 |
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JAWRA Journal of the American Water Resources Association,
Volume 13,
Issue 6,
1977,
Page 1215-1226
Jeffrey C. Sutherland,
Robert M. Bruce,
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摘要:
ABSTRACT:The East Lansing‐Meridian Water and Sewer Authority studied a sand‐gravel esker near the existing water treatment plant to determine its potential as an independent surface water supply. The nearby Red Cedar River was also investigated as a possible source of water for immediate treatment or for recharge of the esker. Although the bedrock aquifer (Grand River and Saginaw Formations) yields water adequate for the next 20 years, potential savings in treatment (hardness, iron) and pumping costs, estimated at $30,000 per year for present demand of 5 MGD, are attractive incentives for a surface water‐esker recharge program. Operation savings would also be realized by constructing additional bedrock wells in new areas. The river‐esker‐recharge and new wellfield alternatives are compared for cost‐effectiveness. Land costs make the recharge alternative more expensive. The land is undeveloped suburban property with potential for recreational use in conjunction with water supply. More places of outdoor retreat and aesthetics are needed in the Lansig Metropolitan area. A portion of the land costs would have to be borne by these or other interests for the river recharge scheme to be economical
ISSN:1093-474X
DOI:10.1111/j.1752-1688.1977.tb02092.x
出版商:Blackwell Publishing Ltd
年代:1977
数据来源: WILEY
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