Relevant bibliographies by topics / CE-QUAL-W2 model

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Academic literature on the topic 'CE-QUAL-W2 model'

Author: Grafiati
Published: 3 June 2025
Last updated: 31 July 2025

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Journal articles on the topic "CE-QUAL-W2 model"

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Shabani, Afshin, Xiaodong Zhang, Xuefeng Chu, and Haochi Zheng. "Automatic Calibration for CE-QUAL-W2 Model Using Improved Global-Best Harmony Search Algorithm." Water 13, no. 16 (2021): 2308. http://dx.doi.org/10.3390/w13162308.

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CE-QUAL-W2 is widely used for simulating hydrodynamics and water quality of the aquatic environments. Currently, the model calibration is mainly based on trial and error, and therefore it is subject to the knowledge and experience of users. The Particle Swarm Optimization (PSO) algorithm has been tested for automatic calibration of CE-QUAL-W2, but it has an issue of prematurely converging to a local optimum. In this study, we proposed an Improved Global-Best Harmony Search (IGHS) algorithm to automatically calibrate the CE-QUAL-W2 model to overcome these shortcomings. We tested the performance
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Benicio, Sarah Haysa Mota, Raviel Eurico Basso, and Klebber Teodomiro Martins Formiga. "Global Applications of the CE-QUAL-W2 Model in Reservoir Eutrophication: A Systematic Review and Perspectives for Brazil." Water 16, no. 24 (2024): 3556. https://doi.org/10.3390/w16243556.

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The CE-QUAL-W2 model is a significant tool extensively used in lentic environments to analyze eutrophication and water quality. This systematic review of the CE-QUAL-W2 hydrodynamic model revealed its widespread application in analyzing reservoir eutrophication. A total of 151 relevant papers were identified, of which 38 were selected after rigorous analysis, showcasing studies in environmental sciences and water resources. In 2021, we saw the highest number of publications, with six papers; 2022 achieved the highest number of citations, with 113. The model has been widely used across countrie
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Bornstein, Yoav, Ben Dayan, Amir Cahn, Scott Wells, and Mashor Housh. "Environmental Decision Support Systems as a Service: Demonstration on CE-QUAL-W2 Model." Water 14, no. 6 (2022): 885. http://dx.doi.org/10.3390/w14060885.

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An environmental decision support system (EDSS) can be used as an important tool for the rehabilitation and preservation of ecosystems. Nonetheless, high assimilation costs (both money and time) are one of the main reasons these tools are not widely adopted in practice. This work presents a low-cost paradigm of “EDSS as a Service.” This paradigm is demonstrated for developing a water quality EDSS as a service that utilizes the well-known CE-QUAL-W2 model as a kernel for deriving optimized decisions. The paradigm is leveraging new open-source technologies in software development (e.g., Docker,
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Garstecki, Bernadel, and Scott Wells. "Modeling Cyanotoxin Production, Fate, and Transport in Surface Water Bodies Using CE-QUAL-W2." Environments 10, no. 7 (2023): 122. http://dx.doi.org/10.3390/environments10070122.

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Cyanobacteria are frequently associated with forming toxic blooms. The toxins produced by cyanobacteria, cyanotoxins, are harmful to both humans and animals. Rising temperatures due to global climate change are expected to increase the occurrence of cyanobacteria, and it is vital that we protect our drinking water supplies and natural water resources. Modeling the production, fate, and transport of these toxins is an important step in limiting exposure to them and evaluating management strategies to mitigate their impact. The research provided here offers an overview of some of the main cyanot
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Sabeti, R., S. Jamali, and H. H. Jamali. "Simulation of Thermal Stratification and Salinity Using the Ce-Qual-W2 Model (Case Study: Mamloo Dam)." Engineering, Technology & Applied Science Research 7, no. 3 (2017): 1664–69. https://doi.org/10.5281/zenodo.809255.

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Due to the shortage of fresh water, the quality of stored water in reservoirs has become increasingly important. Thermal regime and salinity are factors that affect the quality of water reservoirs. These two parameters were studied in Mamloo Dam in Tehran province. This dam has recently started to be uses as a source of drinking water for Tehran and thus its water quality is of increased importance. In this regard, the hydrodynamic model for 2014 to 2015 was built and calibrated by the CE-QUAL-W2 model and the model was used to simulate the thermal regime and salinity up to 2020. Two main scen
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Bowen, James D., and Jeffrey W. Hieronymus. "A CE-QUAL-W2 Model of Neuse Estuary for Total Maximum Daily Load Development." Journal of Water Resources Planning and Management 129, no. 4 (2003): 283–94. http://dx.doi.org/10.1061/(asce)0733-9496(2003)129:4(283).

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Al-Murib, Muhanned D., and Scott A. Wells. "Hydrodynamic and Total Dissolved Solids Model of the Tigris River Using CE-QUAL-W2." Environmental Processes 6, no. 3 (2019): 619–41. http://dx.doi.org/10.1007/s40710-019-00381-y.

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Chung, S. W., and J. K. Oh. "Calibration of CE-QUAL-W2 for a monomictic reservoir in a monsoon climate area." Water Science and Technology 54, no. 11-12 (2006): 29–37. http://dx.doi.org/10.2166/wst.2006.841.

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The impact of inflow mixing on reservoir stratification is significant for reservoirs situated in a monsoon climate area. It cause difficulty in the calibration of a two-dimensional hydrodynamic and water quality model, CE-QUAL-W2 that was recently adopted for a real-time turbidity monitoring and modelling system (RTMMS) for a reservoir in Korea. This paper presents a systematic calibration and verification processe of the model for the reservoir. A sensitivity analysis showed that wind sheltering, Chezy, and sediment heat exchange coefficients are most sensitive to stratification structure. I
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Tavera-Quiroz, Humberto, Mauricio Rosso-Pinto, Gerardo Hernández, Samuel Pinto, and Fausto A. Canales. "Water Quality Analysis of a Tropical Reservoir Based on Temperature and Dissolved Oxygen Modeling by CE-QUAL-W2." Water 15, no. 6 (2023): 1013. http://dx.doi.org/10.3390/w15061013.

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Water quality impacts on water bodies such as reservoirs are strongly influenced by the hydrodynamics of the system. Although multiple models might be applied, they are limited by the simplification of the variables. In this study, a two-dimensional public domain model, CE-QUAL-W2, was adapted to test whether it would generate an accurate hydrodynamic simulation of the URRÁ Reservoir in Córdoba, Colombia, to understand water quality. The variables to be modeled were temperature and dissolved oxygen due to their importance in ecological terms. Thus, trial and error techniques were used to calib
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Berger, Christopher J., Robert L. Annear, and Scott A. Wells. "A WATER QUALITY MODEL OF THE SPOKANE RIVER-LONG LAKE SYSTEM USING CE-QUAL-W2." Proceedings of the Water Environment Federation 2002, no. 8 (2002): 1471–96. http://dx.doi.org/10.2175/193864702785071886.

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Dissertations / Theses on the topic "CE-QUAL-W2 model"

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Shojaei, Nasim. "Automatic Calibration of Water Quality and Hydrodynamic Model (CE-QUAL-W2)." PDXScholar, 2014. https://pdxscholar.library.pdx.edu/open_access_etds/1942.

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One of the most important purposes of surface water resource management is to develop predictive models to assist in identifying and evaluating operational and structural measures for improving water quality. To better understand the effects of external and internal nutrient and organic loading and the effects of reservoir operation, a model is often developed, calibrated, and used for sensitivity and management simulations. The importance of modeling and simulation in the scientific community has drawn interest towards methods for automated calibration. This study addresses using an automatic
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Xu, Wenwei. "Development of a Steady-State River Hydrodynamic and Temperature Model Based on CE-QUAL-W2." PDXScholar, 2014. https://pdxscholar.library.pdx.edu/open_access_etds/1619.

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CE-QUAL-W2 is a 2-D hydrodynamic and water quality model that has been applied to reservoirs, lakes, river systems, and estuaries throughout the world. However, when this model is applied for shallow systems, this model requires a long calculation time to maintain numerical stability, compared to applications of reservoirs or deeper river systems. To solve this problem, a new hydrodynamic and temperature model was built based on the framework of CE-QUAL-W2 but that allows for steady-state hydrodynamic computations. By calculating the hydrodynamics at steady-state, the time step for stability i
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McCulloch, Andrew John. "Developing and Calibrating the Hydrodynamic and Water Quality Model CE-QUAL-W2 for Banks Lake Washington." PDXScholar, 2011. https://pdxscholar.library.pdx.edu/open_access_etds/180.

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Located in central Washington State, Banks Lake serves as an irrigation storage reservoir for the Columbia Basin Irrigation Project and is home to a diverse fisheries population. The current hydrologic management strategies used for Banks Lake have been chosen to serve two purposes: to adequately store and provide irrigation water for the Columbia Basin Irrigation Project and to maintain a healthy aquatic environment suitable for the growth and habitation of local flora and fauna. Increased needs for irrigation water within arid central Washington poses additional challenges to reservoir manag
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Wells, Vanessa I. "CE-QUAL-W2 Water Quality and Fish-bioenergetics Model of Chester Morse Lake and the Cedar River." PDXScholar, 2011. https://pdxscholar.library.pdx.edu/open_access_etds/324.

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Many communities are currently seeking to balance urban water needs with preservation of sensitive fish habitat. As part of that effort, CE-QUAL-W2, a hydrodynamic and temperature model, was developed for Chester Morse Lake and the lower Cedar River, WA. Chester Morse Lake is approximately 10 km long with a maximum depth at full pool of 40 m. The Cedar River model started immediately downstream of the Chester Morse dam and ended 21 km downstream at Landsburg, where drinking water is diverted for the City of Seattle. This water quality model was coupled with a fish habitat and bioenergetics mod
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Xu, Zhongyan. "A Complex, Linked Watershed-Reservoir Hydrology and Water Quality Model Application for the Occoquan Watershed, Virginia." Diss., Virginia Tech, 2005. http://hdl.handle.net/10919/37186.

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The Occoquan Watershed is a 1515 square kilometer basin located in northern Virginia and contains two principal waterbodies: the Occoquan Reservoir and Lake Manassas. Both waterbodies are principal drinking water supplies for local residents and experience eutrophication and summer algae growth. They are continuously threatened by new development from the rapid expansion of the greater Washington D.C. region. The Occoquan model, consisting of six HSPF and two CE-QUAL-W2 submodels linked in a complex way, has been developed and applied to simulate hydrology and water quality activities in the t
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Liu, Yingmei. "Effective Modeling of Nutrient Losses and Nutrient Management Practices in an Agricultural and Urbanizing Watershed." Diss., Virginia Tech, 2011. http://hdl.handle.net/10919/40398.

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The Lake Manassas Watershed is a 189 km2 basin located in the Northern Virginia suburbs of Washington, DC. Lake Manassas is a major waterbody in the watershed and serves as a drinking water source for the City of Manassas. Lake Manassas is experiencing eutrophication due to nutrient loads associated with agricultural activities and urban development in its drainage areas. Two watershed model applications using HSPF, and one receiving water quality model application using CE-QUAL-W2, were linked to simulate Lake Manassas as well as its drainage areas: the Upper Broad Run (126.21 km2) and Middle
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McKillip, Michael Lee. "Coupling the Hydrodynamic and Water Quality Model CE-QUAL-W2 With a Multi-Trophic Fish Bio-Energetics Model for Lake Roosevelt, Washington." PDXScholar, 2008. https://pdxscholar.library.pdx.edu/open_access_etds/3078.

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Grand Coulee Dam created Franklin D. Roosevelt Lake as part of the Columbia Basin Project. Located in northeastern Washington State, the Project provides economically important hydropower (19 billion kilowatt hours per year), irrigation (225,000 ha), flood control, and sport fishing ($5 to 20 million annually). A good system understanding aids in balancing these beneficial uses for the 230 km long reservoir. The reservoir's atypical 45-day mean residence time is much shorter than a typical lake, and much longer than for a riverine dam. The spring freshet requires drawdowns of 15 to 20 m for fl
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Salah, Ahmad Mohamad. "Stochastic Spatio-Temporal Uncertainty in GIS-Based Water Quality Modeling of the Land Water Interface." BYU ScholarsArchive, 2009. https://scholarsarchive.byu.edu/etd/1837.

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Integrated water resources management has been used for decades in various formats. The limited resources and the ever growing population keep imposing pressure on decision makers to better-, and reliably, manage the available waters. On the other hand, the continuous development in computing and modeling power has helped modelers and decision makers considerably. To use these models, assumptions have to be made to fill in the gaps of missing data and to approximate the current conditions. The type and amount of information available can also be used to help select the best model from the curr
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Van, Glubt Sarah. "Hydrodynamic and Water Quality Modeling of the Chehalis River Using CE-QUAL-W2." PDXScholar, 2017. https://pdxscholar.library.pdx.edu/open_access_etds/3486.

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The Chehalis River Basin is located in the southwest region of Washington State, originating in the Olympic Mountains and flowing to Grays Harbor and the Pacific Ocean. The Chehalis River is over 125 miles, exists within five counties, and flows through agricultural, residential, industrial, and forest land areas. Four major rivers discharge to the Chehalis River, as well as many smaller creeks, five wastewater treatment plants, and groundwater flows. Flooding is a major problem in the relatively flat areas surrounding the cities of Chehalis and Centralia, with severe consequences for property
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Al, Murib Muhanned. "Hydrodynamic and Water Quality Modeling of the Tigris River System in Iraq Using CE-QUAL-W2." PDXScholar, 2018. https://pdxscholar.library.pdx.edu/open_access_etds/4230.

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The Tigris River is one of two primary rivers in Iraq and is, along with the Euphrates, the main source for drinking and irrigation water in the country. The Tigris River originates in the Taurus Mountains in Turkey, and is 1850 km long. The majority of the river lies within Iraq. The river passes through, and is the primary drinking water source for major cities such as Mosul, Baeji, Samarra, Baghdad (the capital), and Kut. The Tigris River joins the Euphrates River in Qurna city within Basra province to form the Shatt Al-Arab River which eventually discharges into the Persian Gulf. As a resu
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Book chapters on the topic "CE-QUAL-W2 model"

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Asadollahfardi, Gholamreza. "Introducing of Ce-Qual-W2 Model and Its Application." In SpringerBriefs in Water Science and Technology. Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-662-44725-3_6.

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Ramos-Fuertes, Anaïs, Antoni Palau, and Josep Dolz. "Application of a Two-Dimensional Water Quality Model (CE-QUAL-W2) to the Thermal Impact Assessment of a Pumped-Storage Hydropower Plant Project in a Mountainous Reservoir (Matalavilla, Sil River, Spain)." In Advances in Hydroinformatics. Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-10-7218-5_20.

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"Biology and Management of Inland Striped Bass and Hybrid Striped Bass." In Biology and Management of Inland Striped Bass and Hybrid Striped Bass, edited by Barbara E. Taylor, James S. Bulak, and Henry N. McKellar. American Fisheries Society, 2013. http://dx.doi.org/10.47886/9781934874363.ch9.

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<em>Abstract</em>.—A CE-QUAL-W2 water quality model was used to characterize the availability of striped bass <em>Morone saxatilis</em> habitat in Lake Greenwood, South Carolina, during 2004 and 2005. Although the lake has a productive fishery, water quality and aquatic habitat are affected by nutrient loading, algal blooms, and extensive oxygen depletion in the bottom waters. The main objectives were to characterize habitat availability and predict the implications of a change in phosphorus loading from the Saluda and Reedy rivers. The baseline scenario of the model sh
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"Biology and Management of Inland Striped Bass and Hybrid Striped Bass." In Biology and Management of Inland Striped Bass and Hybrid Striped Bass, edited by Richard J. Ruane, Gary E. Hauser, and Andrew F. Sawyer. American Fisheries Society, 2013. http://dx.doi.org/10.47886/9781934874363.ch8.

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<em>Abstract</em>.—Striped bass <em>Morone saxatilis</em> habitat in water bodies is affected by many factors such as hydrological and meteorological conditions, eutrophication, reservoir operations, dam outlet levels, lake characteristics, and watershed characteristics. The CE-QUAL-W2 water quality model is a tool that can integrate the effects of all these factors on striped bass habitat. Once a baseline model is calibrated, it can be used to diagnose constraints to striped bass habitat, identify potential enhancement measures, and evaluate ways to alleviate the impac
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Conference papers on the topic "CE-QUAL-W2 model"

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Salomons, Shani, and Avi Ostfeld. "A Calibration Model for CE-QUAL-W2." In World Water and Environmental Resources Congress 2004. American Society of Civil Engineers, 2004. http://dx.doi.org/10.1061/40737(2004)227.

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Wells, Vanessa, and Scott Wells. "CE-QUAL-W2 Water Quality and Fish-Bioenergetics Model of Chester Morse Lake and the Cedar River." In World Environmental And Water Resources Congress 2012. American Society of Civil Engineers, 2012. http://dx.doi.org/10.1061/9780784412312.276.

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Zhu, Lei, Huai-en Li, Jia-ke Li, and Wen Dong. "Connecting AnnAGNPS and CE-QUAL-W2 models for reservoir water quality prediction." In 2011 International Conference on Electric Technology and Civil Engineering (ICETCE). IEEE, 2011. http://dx.doi.org/10.1109/icetce.2011.5776267.

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Hadjerioua, Boualem, Katherine F. Lindquist, and Vernon Siler. "Linking TVA's Norris and Melton Hill Reservoirs Water Quality -- CE-QUAL-W2 Models." In World Water and Environmental Resources Congress 2001. American Society of Civil Engineers, 2001. http://dx.doi.org/10.1061/40569(2001)141.

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Reports on the topic "CE-QUAL-W2 model"

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Wells, Scott A., and Thomas M. Cole. Theoretical Basis for the CE-QUAL-W2 River Basin Model. Defense Technical Information Center, 2000. http://dx.doi.org/10.21236/ada382290.

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Shojaei, Nasim. Automatic Calibration of Water Quality and Hydrodynamic Model (CE-QUAL-W2). Portland State University Library, 2000. http://dx.doi.org/10.15760/etd.1941.

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Cervarich, Amory. CE-QUAL-W2 Hydrodynamic and Water Quality Model of the Cedar River Municipal Watershed. Portland State University Library, 2000. http://dx.doi.org/10.15760/etd.7397.

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Xu, Wenwei. Development of a Steady-State River Hydrodynamic and Temperature Model Based on CE-QUAL-W2. Portland State University Library, 2000. http://dx.doi.org/10.15760/etd.1618.

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ARMY ENGINEER DISTRICT OMAHA NE. Application of the CE-QUAL-W2 Hydrodynamic and Water Quality Model to Garrison Reservoir, North Dakota. Defense Technical Information Center, 2008. http://dx.doi.org/10.21236/ada635419.

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ARMY ENGINEER DISTRICT OMAHA NE. Application of the CE-QUAL-W2 Hydrodynamic and Water Quality Model to Fort Peck Reservoir, Montana. Defense Technical Information Center, 2009. http://dx.doi.org/10.21236/ada635422.

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McCulloch, Andrew. Developing and Calibrating the Hydrodynamic and Water Quality Model CE-QUAL-W2 for Banks Lake Washington. Portland State University Library, 2000. http://dx.doi.org/10.15760/etd.180.

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Wells, Vanessa. CE-QUAL-W2 Water Quality and Fish-bioenergetics Model of Chester Morse Lake and the Cedar River. Portland State University Library, 2000. http://dx.doi.org/10.15760/etd.324.

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McKillip, Michael. Coupling the Hydrodynamic and Water Quality Model CE-QUAL-W2 With a Multi-Trophic Fish Bio-Energetics Model for Lake Roosevelt, Washington. Portland State University Library, 2000. http://dx.doi.org/10.15760/etd.3073.

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Threadgill, Tammy, Daniel Turner, Laurie Nicholas, Barry Bunch, Dorothy Tillman, and David Smith. Temperature modeling of Applegate Lake using CE-QUAL-W2 : a report on the development, calibration, verification, and application of the model. Environmental Laboratory (U.S.), 2017. http://dx.doi.org/10.21079/11681/22547.

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