scholarly journals Maryland Power Plant Cooling-Water Intake Regulations and their Application in Evaluation of Adverse Environmental Impact

2002 ◽  
Vol 2 ◽  
pp. 1-11
Author(s):  
Richard McLean ◽  
William A. Richkus ◽  
Stephen P. Schreiner ◽  
David Fluke

Maryland’s cooling-water intake and discharge regulations, the Code of Maryland Regulations (COMAR) 26.08.03, stem from Sections 316(a) and (b) of the Clean Water Act (CWA). COMAR 26.08.03.05 and litigative and administrative rulings stipulate that the location, design, construction, and capability of cooling-water intake structures must reflect the best technology available (BTA) for minimizing adverse environmental impacts (AEIs), providing that the costs of implementing the BTA are not wholly disproportionate to the expected environmental benefits. Maryland law exempts facilities that withdraw less than 10 million gallons/day (MGD) and less than 20% of stream or net flow by the intake. If not exempt, BTA must be installed if the cost of doing so is less than five times the value of fish impinged annually. Through site-specific studies and the use of a Spawning and Nursery Area of Consequence (SNAC) model applied to Representative Important Species, several power plants were evaluated to determine if they have had an adverse effect on spawning and nursery areas of consequence. Examples of application of the Maryland law to a number of power plants in the state are presented, together with the outcome of their evaluation.

Author(s):  
J. M. Burns ◽  
D. C. Burns ◽  
J. S. Burns

Section 316(b) of the Clean Water Act regulates the potential environmental impacts of cooling water intakes in order to mitigate the adverse entrainment and impingement effects on aquatic organisms. The recently proposed EPA regulations require that power plants currently using once-through cooling systems at the very minimum, evaluate the cost and environmental benefits of retrofitting to wet or dry cooling towers for their next permit application. However, a sound cooling tower retrofit assessment cannot be confined to cooling tower issues alone. Cooling tower backfits significantly affect the entire cooling system and generating capacity. Though the industry still awaits the EPA’s February 2004 final action ruling to clarify the regulations for existing plants, it is clear that acceptable methods of plant compliance with 316(b) regulations will be decided based upon the costs of new technology available, including cooling tower retrofits. A plant not able to meet the tight impingement and entrainment reduction percentages required under 316(b) will be required to consider the cost of retrofitting technologies versus the expected environmental benefit. The EPA has complied standard costs for retrofitting cooling towers that are extremely optimistic and limited in their scope, and thus tend to be far lower than a plant would actually accrue during a retrofit. These EPA costs of compliance are accepted by default in the cost-benefit analysis unless a plant can make a compelling case that their site-specific costs are much higher than EPA’s estimate or are wholly disproportionate to the environmental benefits accrued by such a retrofit. In either case, an overly simplistic and non-comprehensive tower retrofit cost estimate will increase the chances of a plant being required to implement a closed-cooling system retrofit, which in nearly all cases is the most costly and difficult alternative. In addition to constructing a tower, a cooling tower retrofit also alters many parts of the existing cooling system. Typically, a once-through condenser is designed to operate in a siphon circuit using low pressure buried piping under the turbine building. The condenser, along with its piping, would likely have to be modified to be compatible for a conversion to a higher pressure closed-loop system. The retrofit would require installation of new circulating water pumps to provide the additional required head. Portions of the plant’s large diameter circulating water piping systems and intakes must be decommissioned or redesigned to accommodate the retrofit. The critical parts of any retrofit evaluation will be to identify the site-specific modifications required for a conversion with a reasonably accurate estimate of capital costs. An accurate retrofit evaluation must reflect the impacts on all of the circulating water system components along with the adjusted overall performance. Obtaining accurate cost data on the full scope of a retrofit project is difficult due to many factors. There have been only a handful of cooling tower retrofits in the U.S. The experiences from these are mostly inapplicable due to either their small size or unique factors that facilitated the cooling system conversion. The site-specific nature of each retrofit, including the interpretation of a matrix of environmental siting issues, makes cooling system retrofit estimates very complex. Developing an accurate estimate requires a thorough review the existing cooling system design equipment, features & layout. These data are best obtained from a site visit and interviews with key system and operations personnel. Retrofit budgets for this evaluation should not be based on very “generic” cases prepared without regard to site-specific design & operating limitations. Instead, a realistic turnkey retrofit budget is based on a well planned project that confronts the broad scope of a retrofit including the range of site-specific factors. This paper will summarize the art of the retrofit and provide considerations to develop more reliable and meaningful closedcycle retrofit cooling system cost estimates. It will describe the critical characteristics of cooling towers, pumps, circulating water piping, and condenser modifications. It will provide recommendations to produce reasonably accurate evaluations of the seasonal and peak period (energy penalty) effects of the retrofitted cooling system on plant generation. In fact, those conversion costs and the negative effects on plant generation are the key to determining the realistic effects of a proposed retrofit. Finally, it will present the major consequences of trading-off the adverse aquatic environmental impacts with airborne ones from a retrofitted wet cooling tower.


1984 ◽  
Vol 1 (19) ◽  
pp. 194 ◽  
Author(s):  
S.C. Chow ◽  
Frederick L.W. Tang ◽  
H.H. Hwung

A horizontal plate laid on water surface to reduce the wave motion is proved to be effective theoretically and verified by model tests done at Tainan Hydraulics Laboratory. This principle has been put into practice on the northern coast of Taiwan for protecting a nuclear power plant cooling water intake against intruding waves. The design and construction of wave prevention works of such type are described succinctly in the paper. Also the effect of wave diminishing has been affirmed by measuring the respective waves heights outside and inside of the wave pressing plate.


2020 ◽  
Vol 6 (4) ◽  
Author(s):  
Xiaocheng Fu ◽  
Fenglei Du ◽  
Xiang Pu ◽  
Xuan Wang ◽  
Fengze Han

Abstract The safety of cooling water intake in nuclear power plants (NPPs) has gradually become an important factor affecting the safety of NPPs. Marine flora and fauna outbreaks are one of the main types affecting the safety of cooling water intake in NPPs, and the driving mechanism is more complicated and difficult to predict. This paper mainly analyzes the main types and typical cases of marine organisms that cause cooling water intake blockage in NPPs, and analyzes the key factors such as hydrodynamic conditions, timing of organism's outbreak, characteristics of species, and design of the screen systems. The results show that strong hydrodynamic conditions or strong tides caused by special meteorological conditions are important factors. Considering the time of organism's outbreak, spring and summer (May–August, may change slightly according to different latitude) is key period because of the reproduction and growth of most marine organisms, according to the growth law of marine organisms. In terms of biological characteristics, it is sensible to focus on those species with fast growth, strong reproductive capacity, short life cycle, weak swimming ability, and cluster distribution. As to the design of screen systems, the blockage mainly occurs in revolving filter screens. The grid spacing of normal mechanical grille is too large to block the small marine organisms. It is necessary to add trash interception nets according to the type and size of the marine species. Finally, a case is used to confirm the factors needed to pay more attention.


Bioacoustics ◽  
2002 ◽  
Vol 12 (2-3) ◽  
pp. 306-307
Author(s):  
ARTHUR N. POPPER ◽  
JOHN BALLETTO ◽  
KENNETH STRAIT ◽  
FRED WINCHELL ◽  
ALAN W. WELLS ◽  
...  

2011 ◽  
Vol 2011 ◽  
pp. 1-23 ◽  
Author(s):  
Mónica Fossati ◽  
Pablo Santoro ◽  
Santiago Urrestarazu ◽  
Ismael Piedra-Cueva

The numerical simulation of the water temperature in the Río de la Plata River and Montevideo's Bay was done using the numerical model of finite elements RMA-10 in its 2D vertical integrated mode. Parameters involved in the formulations of thermal exchange with the atmosphere were adjusted using measurements of water temperature in several locations of the water body. After calibrating the model, it was used to represent the operation of a power plant located in Montevideo's Bay. This central takes water from the bay in order to cool its generators and also discharges high-temperature water into the bay. The correct representation of temperatures at the water intake and discharge of the plant reflects that the model is able to represent the operation of the central. Several analysis were made to study the thermal plume, the effects of the water discharge on the water intake of the power plant, and the effect on environmental variables of the study area like currents.


Author(s):  
David E. Wolff ◽  
William Bailey ◽  
Tom Skoczylas

Large electric power plant generators typically use gaseous hydrogen to remove heat from the generator windings and deliver the heat to the cooling water. Hydrogen is used in a closed cycle, and only a modest amount of makeup hydrogen is used daily to make up for hydrogen losses — typically about 300 to 700 scf/d. The range of hydrogen usage depends on several factors. In addition to hydrogen used for makeup, all power plants using hydrogen-cooled generators must plan for hydrogen supply to re-gas a generator after the generator has been degassed. Typical generator re-gas quantities are in the range of 15× the daily makeup amount, and must be available in a short period of time. Thus a generator which might require 300 to 700 scf of hydrogen over 24 hours for daily makeup may require 4500 to 10,500 scf of hydrogen in just a few hours for re-gas. The re-gas hydrogen is added back to the generator as quickly as the re-gas process allows — typically over 3–5 hours — so that an out-of-service generator can be brought online and producing revenue again. Hydrogen for power plant generator cooling can be supplied either through hydrogen delivered to the plant from a remote source in gaseous or liquid form, or can be made at the plant using an on-site hydrogen generator. Makeup hydrogen and re-gas hydrogen do not necessarily require the same source of hydrogen — because the requirements of re-gas hydrogen are very different from the requirements of makeup hydrogen, it may be more efficient to use two different approaches. On-site hydrogen generation for power plant hydrogen supply is widespread in the developing world, and is beginning to displace delivered hydrogen as the preferred approach in the U.S., Canada and Europe. Outside U.S., Canada and Europe, there may be no delivery infrastructure for hydrogen manufacture and delivery to the plant — a hydrogen-cooled power plant may need to take care of its own hydrogen needs to ensure that the plant can be operated. In the U.S., Canada and Europe hydrogen deliveries are available, but on-site generated hydrogen is gaining acceptance because it reduces costs and operational complexity, and improves safety. This paper will review several cases where on-site hydrogen generation has been used to reduce the cost of design, construction and operation of newly built power plants, both in the U.S., Canada and Europe and in areas where hydrogen is far less available.


2002 ◽  
Vol 2 ◽  
pp. 58-80 ◽  
Author(s):  
Elgin Perry ◽  
Greg Seegert ◽  
Joe Vondruska ◽  
Timothy Lohner ◽  
Randy Lewis

To assess the possible impacts caused by cooling-water intake system entrainment and impingement losses, populations of six target fish species near power plants on the Ohio River were modeled. A Leslie matrix model was constructed to allow an evaluation of bluegill, freshwater drum, emerald shiner, gizzard shad, sauger, and white bass populations within five river pools. Site-specific information on fish abundance and length-frequency distribution was obtained from long-term Ohio River Ecological Research Program and Ohio River Sanitation Commission (ORSANCO) electrofishing monitoring programs. Entrainment and impingement data were obtained from 316(b) demonstrations previously completed at eight Ohio River power plants. The model was first run under a scenario representative of current conditions, which included fish losses due to entrainment and impingement. The model was then rerun with these losses added back into the populations, representative of what would happen if all entrainment and impingement losses were eliminated. The model was run to represent a 50-year time period, which is a typical life span for an Ohio River coal-fired power plant. Percent changes between populations modeled with and without entrainment and impingement losses in each pool were compared to the mean interannual coefficient of variation (CV), a measure of normal fish population variability. In 6 of the 22 scenarios of fish species and river pools that were evaluated (6 species × 5 river pools, minus 8 species/river pool combinations that could not be evaluated due to insufficient fish data), the projected fish population change was greater than the expected variability of the existing fish population, indicating a possible adverse environmental impact. Given the number of other variables affecting fish populations and the conservative modeling approach, which assumed 100% mortality for all entrained fish and eggs, it was concluded that the likelihood of impact was by no means assured, even in these six cases. It was concluded that in most cases, current entrainment and impingement losses at six Ohio River power plants have little or no effect at the population level.


1975 ◽  
Vol 97 (1) ◽  
pp. 117-124
Author(s):  
J. A. MacFarlane ◽  
J. S. Goodling ◽  
G. Maples

Because of the disadvantages associated with present power plant cooling systems, a new concept in waste heat dissipation, called “phased-cooling”, is introduced. Heated condenser cooling water is held in a storage pond during certain hours of the day, to be cooled at a later time by traveling across a cooling surface. A thermodynamic analysis of the system is performed, and the equations of heat transfer from a water surface are presented. The developed model is then used for prediction of system performance. The optimum number of storage hours is shown to be dependent upon the size of the system, the season, and meteorological conditions. Phased-cooling evaporation losses are approximately 40 percent less than those of cooling towers and cooling ponds. Condenser inlet temperatures are significantly lower than those of cooling ponds of similar size.


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