Relevant bibliographies by topics / Water diversion

Academic literature on the topic 'Water diversion'

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Published: 4 June 2021
Last updated: 28 July 2024

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Journal articles on the topic "Water diversion"

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HOGUE, CHERYL. "CLEAN WATER ACT DIVERSION?" Chemical & Engineering News 80, no. 47 (November 25, 2002): 16–17. http://dx.doi.org/10.1021/cen-v080n047.p016.

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Wang, Dong, Yi Tian Li, Jin Yun Deng, and Yun Ping Yang. "Study on Water and Sediment Diversion Variations in Songzikou after the Three Gorges Reservoir Storage." Applied Mechanics and Materials 353-356 (August 2013): 2631–36. http://dx.doi.org/10.4028/www.scientific.net/amm.353-356.2631.

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Songzikou has the greatest diversion ratio among the three outlets at Jingjiang River. The water and sediment diversion ratios are changed after water storage of the Three Gorges Reservoir. The changing trends are critical for the evolution of the river-lake relationship. According to the water and sediment diversion data obtained from 2003 to 2010 in the Songzikou, it could be found that the water diversion ratios in the Songzikou under different Zhicheng flow are enhanced and its sediment diversion ratios also had an increasing trend after the Three Gorges Reservoir storage. The variations were mainly related to the water levels of main streams, the change of river regime and the diversion angle near the outlet. In addition, the changes were also associated with the evolution characteristics of outlet channel. We further studied how flood regulation of the Three Gorges Reservoir influenced the diversions of the Songzikou.
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Weigang, Xu, Yu Yilei, Yu Yilei, Ma Muyuan, Ma Muyuan, Guo Jia, Guo Jia, et al. "Effects of Water Replenishment from Yellow River on Water Quality of Hengshui Lake Wetland." Journal of Plant and Animal Ecology 1, no. 1 (March 12, 2018): 58–62. http://dx.doi.org/10.14302/issn.2637-6075.jpae-18-1937.

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Hengshui Lake Wetland is the only national wetland and bird nature reserve in the North China Plain. It plays an important role in maintaining the species diversity and ecological balance. In recent years, due to industrial and agricultural production, infrastructure and ecological environment construction and other reasons, the infiltration, runoff, evapotranspiration and other water balance elements was changed, which reduced runoff into the lake. In order to ease the tense water resources situation in the region, Hengshui Lake is replenished each year by Yellow River water. Although Diversion Yellow River Wetland has made direct water supply protection, but also affected the ecology and environment of Hengshui Lake wetlands. In order to understand how artificial water diversion can affect the ecological environment of natural lakes, this paper analyzes the effects of artificial water storage on the water quality of the lake by using the measured data of water samples in the lake. The results showed that the water level of Hengshui Lake showed an upward trend after the diversion from the Yellow River. Comprehensive pollution index showed a downward trend, but Hengshui Lake wetlands are still slightly polluted. Diversion of Yellow River diversion into the lake of the ecological health of Hengshui also caused some impact.
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Xu, Ruichen, Yong Pang, Zhibing Hu, and John Paul Kaisam. "Dual-Source Optimization of the “Diverting Water from the Yangtze River to Tai Lake (DWYRTL)” Project Based on the Euler Method." Complexity 2020 (August 4, 2020): 1–12. http://dx.doi.org/10.1155/2020/3256596.

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Appropriate water body diversion can improve the water quality of Tai Lake. Excessive diversion of water would, however, dramatically alter the local flow fields, which are not conducive to the growth of aquatic plants and the stability of ecosystems. The current “Diverting Water from the Yangtze River to Tai Lake (DWYRTL)” project uses a single water source, the Wangyu River, for diversion, a model that may significantly affect the nearby flow rate or uniformity of the lake and is not conducive to the long-term stability of the aquatic ecosystem in the Tai Lake district of the eastern part of the lake. In order to simulate the different situations of single- and dual-source water diversions (Wangyu-Xinmeng Rivers) in Tai Lake, we based this study on a three-dimensional hydrodynamic model coupled with the Euler method, which can accurately calculate the water exchange rates in the different districts of Tai Lake. The results show that (1) it is recommended that the total annual diversion of water should not exceed 20 × 108 m3; (2) the wind field is the most important factor determining the distribution of spatial water exchange; (3) under wind-free conditions, the flow rate of a single-source diversion of water is approximately 50% higher than that of dual-source diversion; and (4) water diversion under the prevailing conditions of the northwest wind in winter will reduce the semiexchange period of the eastern part of the lake area from 50 to 30 days, significantly changing the nearby district’s uniformity, leading to ecological risks. Therefore, it is recommended that the dual-source water diversion mode be used in winter and windless season, and single-source water diversion mode be used in other seasons.
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Wang, Fuqiang, Huan Yang, Heng Zhao, and Pingping Kang. "Ecological effect evaluation of water diversion in the Yellow River delta wetland." Water Policy 20, no. 4 (June 6, 2018): 744–57. http://dx.doi.org/10.2166/wp.2018.166.

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Abstract Ecological effect evaluation of water diversion is a difficult and long-term process requiring complex monitoring data and scientific evaluation method. Based on remote sensing data and the ecological investigation data of Yellow River delta, this study built a wetland ecology evaluation index system with the analytic hierarchy process (AHP) framework, which included 13 evaluation indices of three criteria as suitability, diversity, and functionality. Fuzzy-AHP comprehensive evaluation method was used to evaluate the ecological effect of water diversion at Diaokou River wetland restoration zone. The results show that the comprehensive evaluation index (CEI) of wetland ecology is 0.464 before water diversion, which belongs to the ‘poor’ level, while after five years of water diversion, the CEI increased to 0.737, which belongs to the ‘fine’ level. It represents that ecological water diversion has made prominent positive effects for the ecosystem of Diaokou River wetland restoration zone. The research result could give decision-makers a clear understanding about the ecological effect of wetland water diversion and provide scientific guidance for strategic decisions.
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Parsakhoo, Aidin, Akbar Mazri, and Mohsen Mostafa. "Efficiency of some conservation treatments for soil erosion control on unallowable slopes of skid trails." Journal of Forest Science 66, No. 9 (September 29, 2020): 368–74. http://dx.doi.org/10.17221/61/2020-jfs.

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The aim of this study was to determine the suitable conservation treatments to control water erosion from skid trails in ShastKalate forests. Two longitudinal slopes of 20-40% and &gt; 40% were considered as critical slopes for skid trails. Treatments of water diversion ruts, water diversion ruts filled with slash and stones were implemented on each slope. A rubber bar was installed at the end of the slope to convert runoff into collectors. Sampling was done during rainfall events in autumn and winter seasons. Findings indicated that the treatment of water diversion ruts filled with slash was better than the other treatments in the control of sediment and soil loss, especially in the slope class of 20–40%. In the slope class of &gt; 40%, there was not any significant difference between treatments in sediment and soil loss control, but generally water diversion ruts filled with slash and stones were better in soil erosion control than water diversion ruts. In both slope classes, the rainfall intensity of 0.11 mm·h<sup>–1</sup> (2.64 mm in 24 h) was the threshold of soil erosion on skid trails. The control of water erosion of soil on skid trails by the operation of water diversions is a suitable treatment for conserving skid trails.
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Derepasko, Diana, Felix Witing, Francisco J. Peñas, José Barquín, and Martin Volk. "Towards Adaptive Water Management—Optimizing River Water Diversion at the Basin Scale under Future Environmental Conditions." Water 15, no. 18 (September 18, 2023): 3289. http://dx.doi.org/10.3390/w15183289.

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The degree of success of river water diversion planning decisions is affected by uncertain environmental conditions. The adaptive water management framework incorporates this uncertainty at all stages of management. While the most effective form of adaptive management requires experimental comparison of practices, the use of optimization modeling is convenient for conducting exploratory simulations to evaluate the spatiotemporal implications of current water diversion management decisions under future environmental changes. We demonstrate such an explorative modeling approach by assessing river water availability for diversion in a river basin in Northern Spain under two future environmental scenarios that combine climate and land use change. An evolutionary optimization method is applied to identify and reduce trade-offs with Supporting Ecosystem Services linked to environmental flow requirements for relevant local freshwater species. The results show that seasonal shifts and spatial heterogeneity of diversion volumes are the main challenges for the future diversion management of the Pas River. Basin-scale diversion management should take into account the seasonal planning horizon and the setting of tailored diversion targets at the local-level to promote the implementation of adaptive management. The presented assessment can help with strategic placement of diversion points and timing of withdrawals, but it also provides deeper insight into how optimisation can support decision-making in managing water diversion under uncertain future environmental conditions.
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Davis, E., V. H. Remenda, and E. K. Sauer. "Quality Degradation in Waters Undergoing Interbasin Transfer." Water Quality Research Journal 23, no. 3 (August 1, 1988): 408–23. http://dx.doi.org/10.2166/wqrj.1988.030.

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Abstract The Saskatchewan River system is the main source of good quality water in the Western Interior Sedimentary Basin which forms the populated and agricultural area of the prairie region of Western Canada. Water from this river system has in the past been diverted at many points into local drainage areas where water shortages existed. It is expected that in the future more diversion schemes will be initiated to transport Saskatchewan River water to the water deficient areas of the Prairies. There is evidence that the quality of water flowing into diversion schemes utilizing existing drainage systems or glacial and proglacial drainage channels has been degraded from natural causes. Increases in mineral salts and phosphates, in some cases, has rendered the diverted water of little use for domestic, industrial and agricultural purposes. More diversions are in the feasibility and planning stages - many diversions may prove to be unacceptable if the inherent degradation potential of natural channels is understood. Alternative diversion routes and schemes which exclude the use of topographical low areas will have to be devised and investigations conducted on the degradation potential of the alternative routes.
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He, Wen Xue, Cha Qing Li, and Dong Yun Chen. "Analysis of Water Diversion Way and Suitable Discharge Based on Water Environment Improvement Goal in the River Network." Advanced Materials Research 779-780 (September 2013): 1588–91. http://dx.doi.org/10.4028/www.scientific.net/amr.779-780.1588.

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One of the direct and effective ways to improve water environment of the river network is water diversion, because of the complex and changing about the river network, the safety of water diversion and the effect to improve water environment have been become the focus of attention. Through the analysis of diversion way and suitable discharge based on water environment improvement goal in the river network, the reasonable interval of the suitable discharge has been defined in the intermittent water diversion and continuous water diversion, the effect to improve the water environment has been further clarified, it is closely related with the water diversion way and discharge, the hydraulic characteristics of river networks should been emphasized to maximum, the self-purification capacity of river networks should be improved, the effectiveness for water diversion to improve the water environment must be continually strengthened.
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周, 研来. "Risk Analysis for Flood Control of Water Diversion and Recipient Reservoirs in Water Diversion Project." Journal of Water Resources Research 05, no. 02 (2016): 136–42. http://dx.doi.org/10.12677/jwrr.2016.52017.

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Dissertations / Theses on the topic "Water diversion"

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Chen, Hui, and Peter F. Ffolliott. "South-to-North Water Diversion Project in China." Arizona-Nevada Academy of Science, 2008. http://hdl.handle.net/10150/296674.

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Pruneda, Erik Brian. "Use of stream response functions and stella software to determine impacts of replacing surface water diversions with groundwater pumping withdrawals on instream flows within the Bertrand Creek and Fishtrap Creek watersheds, Washington State, USA." Online access for everyone, 2007. http://www.dissertations.wsu.edu/Thesis/Fall2007/e_pruneda_121907.pdf.

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Khalil, Kamal. "Water surface profile modelling for Pinjarra flood diversion channel and economic evaluation." Thesis, Curtin University, 2007. http://hdl.handle.net/20.500.11937/2455.

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Shire of Murray has concerns regarding the negative impact that a 100 year flood could have on existing structures built before 1997. The increase cost in construction due to landfill has an adverse effect on development in Pinjarra. Feasibility of constructing a diversion channel at upstream of Murray River to attenuate the flood level from 1 in 100 year ARI to 1 in 50 year ARI, was investigated by Kiong (2003). The Murray River Water Surface Profile along three kilometres south of Greenlands Road was modelled. Flood damages on each flood occurrence were assessed and Average Annual Damage (AAD) was calculated. The AAD is used to estimate the monetary benefit against the construction cost of the diversion channel. Groundwater along Greenlands and Fauntleroy Drains was also modelled to determine the viable depth of the designed channel, as well as the analysis of backwater. The proposed channel is designed at different scenarios (invert level at breakout point, culvert or causeway design, and diversion channel variations). The benefit cost ratio of the proposed diversion channel is calculated. Other mitigation options are suggested including detention basins for structural measure, or building a new flood-proof township for non-structural measure.
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Khalil, Kamal. "Water surface profile modelling for Pinjarra flood diversion channel and economic evaluation." Curtin University of Technology, Department of Civil Engineering, 2007. http://espace.library.curtin.edu.au:80/R/?func=dbin-jump-full&object_id=17589.

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Shire of Murray has concerns regarding the negative impact that a 100 year flood could have on existing structures built before 1997. The increase cost in construction due to landfill has an adverse effect on development in Pinjarra. Feasibility of constructing a diversion channel at upstream of Murray River to attenuate the flood level from 1 in 100 year ARI to 1 in 50 year ARI, was investigated by Kiong (2003). The Murray River Water Surface Profile along three kilometres south of Greenlands Road was modelled. Flood damages on each flood occurrence were assessed and Average Annual Damage (AAD) was calculated. The AAD is used to estimate the monetary benefit against the construction cost of the diversion channel. Groundwater along Greenlands and Fauntleroy Drains was also modelled to determine the viable depth of the designed channel, as well as the analysis of backwater. The proposed channel is designed at different scenarios (invert level at breakout point, culvert or causeway design, and diversion channel variations). The benefit cost ratio of the proposed diversion channel is calculated. Other mitigation options are suggested including detention basins for structural measure, or building a new flood-proof township for non-structural measure.
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Zhu, Junlin. "Simulation and design of diversion and detention system for urban stormwater management." Thesis, Virginia Polytechnic Institute and State University, 1986. http://hdl.handle.net/10919/94495.

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Diversion of the first flush of storm runoff to a detention basin for pollutant removal is an efficient way to control nonpoint source pollutant in urban areas. This can be achieved by a diversion box and detention basin system. To numerically simulate the response of the system to a design rainfall event and the associated pollutant loadings for a given drainage area, a desk top model has been developed for"user-friendly"' application in personal computers. Hydrographs and pollutographs are generated at the inlet and outlet of the diversion box and the detention basin.These hydrographs and pollutographs are examined and the peak outflow and peak pollutant concentrations are compared with allowable outflow and pollutant concentration for urban stormwater quality and quantity management. This model is designed for both the analysis and design of the system.
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Chan, Che-san Teresa, and 陳芷珊. "Water management in China: the quantitative and qualitative approaches in the eastern route of the south to northwater diversion project." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2013. http://hub.hku.hk/bib/B50702889.

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Turan, Kamil Hakan. "Development Of A Computer Program For Optimum Design Of Diversion Weirs." Master's thesis, METU, 2003. http://etd.lib.metu.edu.tr/upload/12605490/index.pdf.

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A diversion weir is a headwork facility built across a river to raise the water level and to divert water for various purposes, such as irrigation, hydropower generation, etc. Diversion weirs with sidewise intakes are widely used in plain rivers. They are composed of many structural components which are designed for different purposes. In this thesis, a Windows-based, visual, user friendly program named WINDWEIR was developed in Visual Basic.NET programming language for the optimum design of a diversion weir with sidewise intake. It determines the overall dimensions of each of the components of the diversion weir and the total cost of the whole structure. It also performs stability analysis. It is such a flexible computer program that a design engineer can assess various dimensions of the structure from viewpoints of safety and economy by performing quick successive test runs to achieve an optimum solution among various alternatives.
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Fockler, Matthew N. "Plumbing the Truckee : water, diversion and the creation of community along the Truckee River, Nevada /." abstract and full text PDF (free order & download UNR users only), 2007. http://0-gateway.proquest.com.innopac.library.unr.edu/openurl?url_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:dissertation&res_dat=xri:pqdiss&rft_dat=xri:pqdiss:1448330.

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Thesis (M.S.)--University of Nevada, Reno, 2007.
"August, 2007." Includes bibliographical references (leaves 301-309). Online version available on the World Wide Web. Library also has microfilm. Ann Arbor, Mich. : ProQuest Information and Learning Company, [2007]. 1 microfilm reel ; 35 mm.
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Van, Heerden Morne Jandre. "Control of sediment diversion in run-of-river hydropower schemes." Thesis, Stellenbosch : Stellenbosch University, 2012. http://hdl.handle.net/10019.1/71849.

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Thesis (MEng)--Stellenbosch University, 2012.
ENGLISH ABSTRACT: Sedimentation and the effects it has on turbine blades was the primary problem identified in run-of-river (RoR) hydropower schemes. Sedimentation in RoR hydropower schemes also increases trash rack blockage and reduces energy output in the long-term. Damage occurs to all underwater parts that come into contact with sediment. The main concern is sediment passing through the hydropower intake and causing turbine damage. The reason for the abrasion and cavitation of turbine blades is increased sediment loads in river channels. This problem can be overcome in two ways. The first is the use of existing lakes or reservoir storage upstream as natural sand traps, and the second is by investigating the three features associated with river bend diversion, which are: the optimum diversion location in a river bend to minimise the abstraction of sediment, the optimum diversion structure angle to limit coarse sediment diversion, and the sediment load diverted through the intake. The first objective of the research was investigated by construction of a physical model of a curved river channel to determine the location of the deepest scour forming on the outside of the bend. The second objective was to test the diversion orientation to maximize the local scour and thereby limiting sediment diversion at the intake. A third objective was to compare mathematical 2D model simulated scour results with the findings of the laboratory tests to evaluate the reliability of the numerical model predictions. Finally different diverted discharge ratios were tested with different intake setups in the physical model, to evaluate the sediment load diverted. . The first experiment in the curved laboratory channel was to predict where the deepest scour takes place without a diversion structure. This was then followed by placing a diversion structure at the maximum scour position, retrieved from experiment one, and by angling the structure with reference to the flow direction. The flow direction vector was placed as a tangent to the bend and orientated at angles of 0⁰, 30⁰, 45⁰ and 60⁰ into the bend direction. The optimum diversion location was found to be positioned on the outside of the bend, approximately 60⁰ into the channel bend. The final position of maximum scour in a 90⁰ bend corresponds with the Sediment Committee and the Chinese Hydraulic Engineering Societies (1992) prediction of 60⁰ into the bend. The optimal diversion had a 30⁰ angle to the flow direction, as this presented the most efficient and effective scouring in front of the model intake. Numerical simulations were performed with the CCHE 2D (hydrodynamics and sediment dynamics) modelling program. The numerical results were compared to the physical results to validate CCHE as a beneficial simulation tool. It was found that the numerical model predicted the scour depths at the intakes tested with an accuracy of 43.8%, which is within the accuracy range of the sediment transport equation used by the numerical model. The final experiment was the diversion of sediment with different intake level heights and discharges. It was evident from the results that low sediment diversion ratios were achieved with a diverted discharge ratio of 50% or less. The intake elevation highest above the channel bed diverted the least sediment. The interrelationship between Diverted Discharge Ratio (DDR), Diverted Froude number Ratio (DFrR) and Diverted Sediment load Ratio (SDR) was established in the study. It is recommended that RoR schemes have sand traps downstream of the diversion structures and that turbines are coated with HVOF to overcome the power loss arising due to the excessive erosion of hydro turbines.
AFRIKAANSE OPSOMMING: Sedimentasie en die invloed wat dit het op turbines was die primêre probleem geïdentifiseer in “run-of-river” (RoR) hidrokrag-skemas. Die sediment wat saam met die water uit ‟n rivier uitgekeer word beskadig die inlaatrooster en verlaag kragopwekking in die langtermyn. Skade word aangerig aan alle onderwatertoerusting en masjinerie wat aan sediment blootgestel word. Die grootste probleem tydens die uitkering van water is die growwe sediment wat daarmee deur die onttrekking inlaat gaan en turbineskade veroorsaak. Soos wat die sedimentlading in die rivier drasties toeneem, sal afslyting en kavitasie van turbinelemme meer gereeld voorkom. Dié probleem kan op twee maniere beperk word. Die een is die gebruik van bestaande opgaardamme stroomop, en die tweede is deur die ondersoek van drie kenmerke van rivierdraaie en uitkeringstrukture, bv. die optimale uitskurings posisie in 'n rivierdraai (sonder ʼn struktuur) om die diepste uitskuringposisie op die buitekant van die draai te bepaal, die optimale uitkeringsstruktuuroriëntasie wat maksimum uitskuring verseker en die sediment uitkering beperk, en die lading van sedimentonttrekking deur die inlaat. Die eerste doelwit van die navorsing is ondersoek deur ʼn fisiese model te bou van ʼn kronkelkanaal en te bepaal waar die diepste uitskring plaasvind op die buitekant van die draai. Die tweede doelwit van die studie was om die optimale uitkeringshoek te bepaal vir 'n uitkeringstruktuur sodat die uitskuring by die inlaat ʼn maksimum is om die uitkering van sediment te beperk. ʼn Derde doelwit was om die akkuraatheid van ʼn wiskundige model se uitskuring voorspelling te toets teen die waargenome laboratorium resultate. Die finale doelwit was om vir verskillende inlaatontwerpe, rivier- en uitkeervloeie die sedimentladings wat uitgekeer word te ondersoek. Die eerste eksperiment in die kronkelende kanaal was voorberei om die optimale uitskuring in die draai te bepaal. Dit is gevolg deur toetse met uitkeerstrukture by die maksimum uitskurings posisie te plaas en die hoek van die struktuur dan te verander met verwysing na die vloeirigting. Die vloeirigting vektor was as 'n raaklyn geplaas op die kanaal draai en georiënteer met hoeke: 0⁰, 30⁰, 45⁰ en 60⁰, in die rigting van die draai. Die optimale uitskurings posisie was aan die buiterand van die kanaal draai gevind, ongeveer 60⁰ in die draai in. Die maksimum uitskuur posisie van 'n 90⁰ kanaal draai stem ooreen met SC en CHES (1992) se resultaat van 60⁰ in die draai in. Daar was ook genoegsame bewyse dat 'n optimale uitkeerwerke oriëntasie van 30⁰ die doeltreffendste en effektiefste uitskuring sal gee. Numeriese simulasies is deur middel van 'n twee dimensionele wiskundige model CCHE 2D (hidro- en sedimentdinamika) uitgevoer. Die numeriese resultate was vergelyk met die laboratoriumresultate om die CCHE program te verifieer as 'n voordelige simulasie program. Daar is gevind dat die wiskundige model die uitskuurdieptes by die inlate met ʼn akkuraatheid van 43.8 % voorspel, wat binne die akkuraatheid is van die sedimentvervoervergelyking wat deur die numeriese model gebruik word. Die finale eksperiment was die uitkering van sediment met verskillende inlaathoogtes en uitkerings sedimentladings. Uit die toetse was dit duidelik dat 'n lae sediment uitkeerverhouding behaal kan word met 'n uitkeerverhouding van 50% en minder. Verdere waarnemings het ook gewys dat die inlaathoogte van die uitkeerstruktuur met die optimale resultate die hoogste bokant die rivierbedding was. Die verwantskap tussen die uitgekeerde deurstromingverhouding, die uitgekeerde Froude getal verhouding en die uitgekeerde sedimentlading is bepaal in die navorsing. Dit word aanbeveel dat sandvangkanale stroomaf van uitkeerwerke geplaas word en dat turbines met HVOF as bedekkingsmateriaal beskerm word om kragverliese as gevolg van buitensporige erosie van die turbines te voorkom.
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Khalil, Kamal A. "Water surface profile modelling for Pinjarra flood diversion channel and economic evaluation of assets a risk from flooding /." Full text available, 2007. http://adt.curtin.edu.au/theses/available/adt-WCU20080415.093754.

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Books on the topic "Water diversion"

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Board, Alberta Natural Resources Conservation. Revised Highwood Diversion Plan. Edmonton, AB: Natural Resources Conservation Board, c2008., 2008.

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inc, CH2M Hill. Vista Grande diversion feasibility evaluation. [San Francisco, CA?]: CH2M HILL ; Duffey Co., 2001.

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Smith, Michael French. Great Lakes water diversion: Protecting Michigan's interests. Lansing, MI (300 S. Washington Sq., Suite 401, Lansing 48933): Public Sector Consultants, 1986.

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Baldwin, Pamela. Legal issues related to diversion of water from Lake Michigan to the Mississippi River. [Washington, D.C.]: Congressional Research Service, Library of Congress, 1988.

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Seminário, Transposição das Águas do Rio São Francisco (2000 Brasília Brazil). Transposição das águas do Rio São Francisco. Brasília: Conselho Federal de Engenharia, Arquitetura e Agronomia, 2000.

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Bezerra, Evandro. A Barragem do Castanhão e a transposição do Rio São Francisco. Fortaleza: [s.n.], 1996.

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Halliday, R. A. Report to the International Joint Commission on the division of the waters of the St. Mary and Milk Rivers. Helena, Mont: U.S. Geological Survey, 1995.

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Lystrom, David J. Report to the International Joint Commission on the division of the waters of the St. Mary and Milk Rivers. [Ottawa, Ont: International Joint Commission, 1996.

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ʻAbdān, Raḥīm Ḥamīd. Taghayyur majrá Nahr Dijlah bayna Balad wa-Baghdād, khilāl al-ʻaṣr al-ʻAbbāsī bi-istiʻmāl muʻṭayāt al-istishʻār ʻan buʻd. ʻAmmān: Dār Usāmah lil-Nashr wa-al-Tawzīʻ, 2013.

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Hickman, R. Edward. Water quality on days of diversion and days of no diversion, Pompton and Passaic rivers, New Jersey, 1987-95. West Trenton, N.J: U.S. Dept. of the Interior, U.S. Geological Survey, 1997.

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Book chapters on the topic "Water diversion"

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Annin, Peter. "Aversion to Diversion." In The Great Lakes Water Wars, 62–83. Washington, DC: Island Press/Center for Resource Economics, 2018. http://dx.doi.org/10.5822/978-1-61091-993-7_4.

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Parua, Pranab Kumar. "Turmoil Over Water Diversion." In The Ganges, 133–47. Dordrecht: Springer Netherlands, 2009. http://dx.doi.org/10.1007/978-90-481-3103-7_9.

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Tian, Fuwei, Jiangyu Dai, Jiayi Xu, Xiufeng Wu, Shiqiang Wu, Yu Zhang, Fangfang Wang, and Ang Gao. "Do the Short-Term Water Diversion from Yangtze River Increase Phosphorus Bioavailability in the Water-Receiving Area?" In Lecture Notes in Civil Engineering, 1098–112. Singapore: Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-19-6138-0_96.

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AbstractWater diversion projects have an important role in coping with water shortage and improving water quality, but they also have an impact on the ecological environment of lakes that cannot be ignored. As an important biogenic element for evaluating the primary productivity and eutrophication of lake water bodies, the influence of phosphorus by water diversion activities and its impact on the production and elimination of phytoplankton is lacking attention. In this study, we analyzed the phosphorus composition and bioavailability of the water channel and the Gonghu Bay of Lake Taihu under the influence of seasonal water diversion, revealed the spatio-temporal distribution patterns of phytoplankton communities in the water receiving river and lake, and analyzed the contribution of phosphorus to the variations of phytoplankton communities and their quantitative coupling relationships. The results showed that short-term water diversion in autumn and winter did not significantly increase the concentrations of particulate phosphorus in the receiving waters, but there was a risk of increasing the concentration of dissolved reactive phosphorus and dissolved organic phosphorus. The difference in total phosphorus concentrations between the diversion and non-diversion periods in Gonghu Bay was an important environmental factor influencing the phytoplankton community, and the bioavailable phosphorus could better fit the logarithm of algal cell density in all seasons, which was significantly and positively correlated with the phytoplankton cell densities. This study implies that the control of bioavailable phosphorus in the water channel can reduce the ecological risks of the water diversion project on the cyanobacterial blooms to some extent.
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Chen, He, and Robert B. Wenger. "Water Diversion Projects in China." In Securing Water and Wastewater Systems, 213–32. Cham: Springer International Publishing, 2013. http://dx.doi.org/10.1007/978-3-319-01092-2_10.

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Wirsing, Robert G., Daniel C. Stoll, and Christopher Jasparro. "Damming the Rivers — III: The Diversion Imperative." In International Conflict over Water Resources in Himalayan Asia, 113–29. London: Palgrave Macmillan UK, 2013. http://dx.doi.org/10.1057/9781137292193_5.

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Mirza, M. Monirul Qader, and Maminul Haque Sarker. "Effects on Water Salinity in Bangladesh." In The Ganges Water Diversion: Environmental Effects and Implications, 81–102. Dordrecht: Springer Netherlands, 2004. http://dx.doi.org/10.1007/978-1-4020-2792-5_5.

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Summers, L. E., J. D. Purkaple, and J. D. Allison. "Laboratory Evaluation of Crosslinked Polymer Gels for Water Diversion." In Water-Soluble Polymers for Petroleum Recovery, 313–28. Boston, MA: Springer US, 1988. http://dx.doi.org/10.1007/978-1-4757-1985-7_22.

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Xu, Xirong, Hongwu Tang, and Wangyu Qin. "Techniques of Water Diversion and Sediment Prevention in Estuary Regions." In Advances in Water Resources and Hydraulic Engineering, 1044–48. Berlin, Heidelberg: Springer Berlin Heidelberg, 2009. http://dx.doi.org/10.1007/978-3-540-89465-0_183.

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Hossain, Md Faruque. "Sustainable Water Technology: Diversion of Transpiration Mechanism to Meet Global Water Supply Naturally." In Global Sustainability, 189–95. Cham: Springer International Publishing, 2023. http://dx.doi.org/10.1007/978-3-031-34575-3_10.

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Mirza, M. Monirul Qader. "The Ganges Water Diversion: Environmental Effects and Implications — An Introduction." In The Ganges Water Diversion: Environmental Effects and Implications, 1–12. Dordrecht: Springer Netherlands, 2004. http://dx.doi.org/10.1007/978-1-4020-2792-5_1.

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Conference papers on the topic "Water diversion"

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Espey, W. H., and Jeff Fuller. "History of the Lake Michigan Diversion." In World Environmental and Water Resources Congress 2021. Reston, VA: American Society of Civil Engineers, 2021. http://dx.doi.org/10.1061/9780784483466.072.

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Miller, Gregory. "Mississippi River - West Bay Sediment Diversion." In World Water and Environmental Resources Congress 2004. Reston, VA: American Society of Civil Engineers, 2004. http://dx.doi.org/10.1061/40737(2004)402.

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He, Shawei, Keith W. Hipel, and D. Marc Kilgour. "Water diversion conflict in Danjiangkou, China." In 2012 IEEE International Conference on Systems, Man and Cybernetics - SMC. IEEE, 2012. http://dx.doi.org/10.1109/icsmc.2012.6378108.

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Bulchaev, N. D., M. Sh Mintsaev, I. G. Gairabekov, A. Sh Khaladov, and N. D. Bulchaev. "Flow Diversion Technologies and Water Restriction." In Proceedings of the International Symposium "Engineering and Earth Sciences: Applied and Fundamental Research" dedicated to the 85th anniversary of H.I. Ibragimov (ISEES 2019). Paris, France: Atlantis Press, 2019. http://dx.doi.org/10.2991/isees-19.2019.79.

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Zhang, Qingqing. "Improved Analytic Hierarchy in Water Diversion Scheme." In Advances in Materials, Machinery, Electrical Engineering (AMMEE 2017). Paris, France: Atlantis Press, 2017. http://dx.doi.org/10.2991/ammee-17.2017.94.

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Uyumaz, Ali. "Design Procedure of a Lateral Diversion from a Triangular Channel." In Joint Conference on Water Resource Engineering and Water Resources Planning and Management 2000. Reston, VA: American Society of Civil Engineers, 2000. http://dx.doi.org/10.1061/40517(2000)416.

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Poon, Ying, and Sherilyn Kimura. "City of Newport Beach Storm Drain Diversion Study." In World Environmental and Water Resources Congress 2006. Reston, VA: American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40856(200)410.

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Karamouz, Mohammad, Siyamak Doroudi, Azadeh Ahmadi, and Ali Moridi. "Optimal Design of Water Diversion System: A Case Study." In World Environmental and Water Resources Congress 2009. Reston, VA: American Society of Civil Engineers, 2009. http://dx.doi.org/10.1061/41036(342)342.

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Xia, Zanyang. "Water-saving wet cooling tower based on water pump diversion cycle." In XVI INTERNATIONAL CONFERENCE ON LUMINESCENCE AND LASER PHYSICS DEVOTED TO THE 100TH ANNIVERSARY OF IRKUTSK STATE UNIVERSITY. Author(s), 2019. http://dx.doi.org/10.1063/1.5089056.

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Zhang, Xin, Chao Song, Jiazhen Li, and Mingke Zheng. "Loss of hydropower caused by upstream water diversion: A case study of Pingshang water diversion project in Shanxi, China." In 2011 International Conference on Consumer Electronics, Communications and Networks (CECNet). IEEE, 2011. http://dx.doi.org/10.1109/cecnet.2011.5769158.

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Reports on the topic "Water diversion"

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J.B. Case. WATER DIVERSION MODEL. Office of Scientific and Technical Information (OSTI), December 1999. http://dx.doi.org/10.2172/862244.

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Ham, Y., and S. Sitaraman. Development of a Safeguards Verification Method and Instrument to Detect Pin Diversion from Pressurized Water Reactor (PWR) Spent Fuel Assemblies Phase I Study. Office of Scientific and Technical Information (OSTI), December 2008. http://dx.doi.org/10.2172/946251.

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Stewart, Shannon C. Supplement Analysis for the Watershed Management Program EIS (DOE/EIS-0265/SA-102) - Yakima Tributary Access and Habitat Program – Ellensburg Water Company/ Cooke Creek Diversion Project. Office of Scientific and Technical Information (OSTI), January 2003. http://dx.doi.org/10.2172/824176.

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Water Management Institute (IWMI), International. Community Engagement in Small Scale Irrigation, River Diversion, and Reservoir Systems Training Curriculum: facilitator manual. Manual prepared under the project “Improving Sustainability of Impacts of Agricultural Water Management Interventions in Challenging Contexts”. International Water Management Institute (IWMI)., 2014. http://dx.doi.org/10.5337/2014.220.

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Water Management Institute (IWMI), International. Community Engagement in Small Scale Irrigation, River Diversion, and Reservoir Systems Training Curriculum: session cards. Manual prepared under the project “Improving Sustainability of Impacts of Agricultural Water Management Interventions in Challenging Contexts”. International Water Management Institute (IWMI)., 2014. http://dx.doi.org/10.5337/2014.221.

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Water Management Institute (IWMI), International. Community Engagement in Small Scale Irrigation, River Diversion, and Reservoir Systems Training Curriculum: participant workbook. Manual prepared under the project “Improving Sustainability of Impacts of Agricultural Water Management Interventions in Challenging Contexts". International Water Management Institute (IWMI)., 2014. http://dx.doi.org/10.5337/2014.222.

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Onny Nurrahman Marwayana, Onny Nurrahman Marwayana. How does mesophotic fish diversity compare to shallow water fish diversity? Experiment, March 2024. http://dx.doi.org/10.18258/67557.

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Wiggert, Jerry, Brandy Armstrong, Mustafa Kemal Cambazoglu, and K. K. Sandeep. Mid-Breton Sediment Diversion (MBrSD) Assessment – Final Report. The University of Southern Mississippi, 2022. http://dx.doi.org/10.18785/sose.001.

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The purpose of this project is to provide managers at the Mississippi Department of Marine Resources (MDMR) with the scientific information needed to accurately address public concerns regarding the potential effects of the Louisiana Coastal Master Plan / Coastal Protection and Restoration Authority (CPRA) Mid-Breton Sediment Diversion (MBrSD) on the jurisdictional waters and resources of Mississippi. The stated design purpose of the MBrSD is to reconnect and re-establish the deltaic sediment deposition process between the Mississippi River and the Breton Sound Basin through a diversion that will deliver up to 75,000 cfs of sediment-laden freshwater. The report presented herein provides model-based guidance on the impact that the introduction of the MBrSD will have on salinity conditions in the Mississippi Sound (MSS) and Mississippi's jurisdictional waters that encompass oyster reef locations. Oysters are key ecosystem health indicators and economic drivers for the State of Mississippi and freshwater diversions into the western MS Sound (WMSS) have recently led to significant, unprecedented environmental impacts resulting in oyster mortality. The potential addition of a new pathway for additional freshwater to be introduced into the MSS requires careful assessment of the potential impacts that may be incurred. This project is designed to assess the impact of implementing the MBrSD on the physical environment in the WMSS. The primary aim is to understand the connectivity between MBrSD-derived freshwater input to Breton Sound on the environmental conditions impacting the oyster reefs of the WMSS near Bay St. Louis. A physical ocean modeling system based on the Coupled Ocean Atmosphere Wave Sediment Transport (COAWST) has been used to simulate the circulation and dynamics over the entire MSS with the analysis presented herein focusing particularly on the western to central MSS. This project demonstrates the importance of applying modeling-based scientific research and the capability of physical ocean circulation models for assessing aquatic ecosystem health, particularly in key oyster reef areas.
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Messina, Francesca, Ioannis Georgiou, Melissa Baustian, Travis Dahl, Jodi Ryder, Michael Miner, and Ronald Heath. Real-time forecasting model development work plan. Engineer Research and Development Center (U.S.), September 2023. http://dx.doi.org/10.21079/11681/47599.

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The objective of the Lowermost Mississippi River Management Program is to move the nation toward more holistic management of the lower reaches of the Mississippi River through the development and use of a science-based decision-making framework. There has been substantial investment in the last decade to develop multidimensional numerical models to evaluate the Lowermost Mississippi River (LMMR) hydrodynamics, sediment transport, and salinity dynamics. The focus of this work plan is to leverage the existing scientific knowledge and models to improve holistic management of the LMMR. Specifically, this work plan proposes the development of a real-time forecasting (RTF) system for water, sediment, and selected nutrients in the LMMR. The RTF system will help inform and guide the decision-making process for operating flood-control and sediment-diversion structures. This work plan describes the primary components of the RTF system and their interactions. The work plan includes descriptions of the existing tools and numerical models that could be leveraged to develop this system together with a brief inventory of existing real-time data that could be used to validate the RTF system. A description of the tasks that would be required to develop and set up the RTF system is included together with an associated timeline.
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Abdirahman Abdi Ali, Abdirahman Abdi Ali. What is the known diversity of Somali waters? Experiment, June 2022. http://dx.doi.org/10.18258/27312.

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