scholarly journals About constructions for the protection of water supply channels from sediment load and driftwood

2019 ◽  
pp. 69-75
Author(s):  
Dilshod Raimovich Bazarov ◽  
Bekhzod Eshmirzaevich Norkulov ◽  
Irina Mikhailovna Markova ◽  
Mikhail Ermilov ◽  
Durdona Oblakulovna Tadjieva

The article shows the results of the analytical review of the main floating structures used in the water supply channels. It is noted that there are two classes of floating constructions: active - affecting the flow regime and changing its structure in the selected direction (floating regulators, jetting devices for changing the flow structure); passive - eliminating the adverse effect of flow ingredients on the elements of the hydraulic unit of the pumping station, without changing its structure and parameters (debris deflector, aero curtain). The basic requirements for the design of floating devices are formulated: reduction of hydraulic losses (streamlining of pontoons and fenders) increase of stability, durability, maneuverability of conditions for installation on water ensuring the water tightness of hermetic compartments, the possibility of balancing and repair, increasing functional reliability and efficiency. A fundamentally new design of the structural elements of the water supply channel has been proposed to help reduce the flow of both bottom and suspended sediments to the mainstream of the water supply channel.    

2013 ◽  
Vol 438-439 ◽  
pp. 1551-1554
Author(s):  
Shuang Hua He

Conventional demand-driven models of water supply system are formulated under the assumption that nodal demands are statistic constants, which is not suitable for the cases where nodal pressure is not sufficient for supplying the required demand. An efficient approach for pressure-dependent demand analysis was developed to simulate the hydraulic states of the network for low pressure scenarios, and the mean-first-order-second-moment method was introduced to do the functional reliability analysis of post-earthquake water supply system, which can be applied to further study for seismic performance control analysis of water distribution system.


2019 ◽  
Vol 2 (2) ◽  
pp. 3-10
Author(s):  
Pavel Gromyko ◽  
Victor Seleznev

The results of the analysis of oscillations of the structural elements of the Sayano-Shushenskaya HPP, caused by the influence of fluid pressure pulsations in water conduits, are presented. The connection between changes in the level of these fluctuations and loads of operation of hydraulic units is set. The load ranges of hydraulic units, leading to the formation of a vortex beam under the impeller of the hydraulic unit in the suction chamber and to resonant effects in the body of the dam are shown.


2021 ◽  
Vol 5 (S3) ◽  
Author(s):  
K Ashok ◽  
M Babu ◽  
R Jeyanthi

Despite government orders to close farms and kill stocks for fear that the fish could endanger the local faune, Indian seafood farmers continue to breed catfish. Records reveal that many farmers in small villages also harvest small fish called Clarius garipinus. Without official approval, the fish were brought to the country. After hearing concerns that the fish were a danger to indigenous ecosystems, the government first implemented the ban in 2000. Other complaints say that farmers use chicken waste as foodstuffs and pollute the water supply. The government and the high court ordered all stocks to be demolished and farms to be closed.


Author(s):  
Elena V. Gryaznova ◽  

The aim of the article is to substantiate the need for a substrate approach in the study of the nature and essence of digital culture. The main research methods were those of analysis, comparison, communication, dialectics, and the substrate approach. The study was conducted in several stages. At the first stage, the author made an analytical review of domestic and foreign publications on the use of the substrate approach in the study of the nature and essence of digital culture. At the second stage, the author compared and generalized the results. At the third stage, the author substantiated the need to build a model of digital culture based on the substrate approach. In the course of the study, the author came to the conclusion that for a holistic analysis of the new cultural phenomenon of digital culture, along with the structural and functional approach, it is necessary to apply the substrate approach. It will allow identifying three main substrates of digital culture: civilizational, social and anthropological. Each substrate gives digital culture appropriate attributes and modes. The civilizational substrate defines such attributes of digital culture as digital technologies, digital social relations and institutions, digital potential (needs and abilities). The social substrate makes all types of digital activities, including its structural elements (pedagogical, managerial, economic, environmental, scientific, medical, physical and artistic), attributes of digital culture. The anthropological substrate generates new digital forms of generic human qualities – language, activity, communication and consciousness. Knowledge of the generic and acquired qualities of digital culture will reveal patterns of its development, and, consequently, possible consequences for the development of civilization, society and people. The substrate model of digital culture will allow systematizing the formulation of problems that require understanding and solution at different levels of the universe. At the level of civilization, it is the formation of new forms of social relations and institutions, the development and implementation of the digital potential of humanity, the laws of transition to a new high-quality civilizational development. At the level of society, it is the laws of interaction and integration of digital forms of activity, the laws of the birth and existence of new forms of subjectivity, the laws and principles of the existence of digital reality and digital social space. The anthropological level reveals the regularities of development and qualitative changes in the system of generic qualities of people, and therefore of people themselves.


Water ◽  
2019 ◽  
Vol 11 (3) ◽  
pp. 514 ◽  
Author(s):  
Irma Ayes Rivera ◽  
Elisa Armijos Cardenas ◽  
Raúl Espinoza-Villar ◽  
Jhan Espinoza ◽  
Jorge Molina-Carpio ◽  
...  

The Madeira River is the second largest Amazon tributary, contributing up to 50% of the Amazon River’s sediment load. The Madeira has significant hydropower potential, which has started to be used by the Madeira Hydroelectric Complex (MHC), with two large dams along the middle stretch of the river. In this study, fine suspended sediment concentration (FSC) data were assessed downstream of the MHC at the Porto Velho gauging station and at the outlet of each tributary (Beni and Mamoré Rivers, upstream from the MHC), from 2003 to 2017. When comparing the pre-MHC (2003–2008) and post-MHC (2015–2017) periods, a 36% decrease in FSC was observed in the Beni River during the peak months of sediment load (December–March). At Porto Velho, a reduction of 30% was found, which responds to the Upper Madeira Basin and hydroelectric regulation. Concerning water discharge, no significant change occurred, indicating that a lower peak FSC cannot be explained by changes in the peak discharge months. However, lower FSCs are associated with a downward break in the overall time series registered at the outlet of the major sediment supplier—the Beni River—during 2010.


Author(s):  
N. Nattuthurai ◽  
T. Anand

The primary goal of this project is to develop adequate knowledge of building planning, analysis and design. The Business building plan is drafted using Auto CAD by considering the norms of NBC (National Building Code). The structure is analyzed using STAADPro. Based on the analysis and results the structural members are designed. The structural elements in the building is strong and able to withstand the adverse effects of natural agencies. The locker room is secured with strong walls compared to the other walls for safety purpose. The building planned is based on National Building Code of India. The bank building has proper ventilation, it is given with sufficient doors, windows,water supply and electrification.


2017 ◽  
Vol 3 (10) ◽  
pp. 956 ◽  
Author(s):  
Amir Reza Razavi ◽  
Hassan Ahmadi

Suspended load amount with flow is one of the factors which are disregarded in designing morning glory spillways. It is due to the fact that physical modeling of sediment load with flood flow is very difficult and costly. Suspended sediments load with flow can change the density of passing water, leading to changing most of assumptions existing in spillways' design. With its unique potential to model dense flows and flows contain suspended loads, numerical model of FLOW-3D can provide valuable information in this regard. In the present study, flow was calibrated and validated using FLOW-3D through physical model. Then, by adding suspended load to flow, the values of discharge passing through the morning glory spillway were determined. In this regard, applying suspended load (3000, 6000, 9000, and 12000 ppm), flow discharge values were investigated for various heads over the spillway. The research findings revealed that increasing suspended flow load leads to decreasing values of flow passing through the morning glory spillways; such that, deceased values strongly depend on suspended load.


Soil Research ◽  
2002 ◽  
Vol 40 (3) ◽  
pp. 419 ◽  
Author(s):  
Shahadat Hossain ◽  
Bradley Eyre ◽  
David McConchie

Suspended sediment exports from the Richmond River catchment were examined during 2 hydrological years (1994–96). On a yearly basis, the Richmond River catchment produced <2% suspended sediment load during dry seasons, whereas about 75–91% of the yearly suspended sediments were exported during floods which occurred <5% of the year. Annual suspended sediment exports from the Richmond River catchment varied more than 7-fold from dry year to wet year. Among the 3 major subcatchments, Richmond and Wilsons River subcatchments generated >93% of the suspended sediment load, while sediment exports from the Bungawalbin Creek subcatchment always remained low due to its flat topography and extensive forest coverage. Suspended sediment hysteresis patterns exhibited a clockwise response for 2 steep and less forested subcatchments and an anti-clockwise response for relatively low gradient and more forested subcatchment during all flood events. Land use changes in the Richmond River subcatchments indicate a possible increase of suspended sediment load of about 6-fold from their pristine condition.


Author(s):  
O. H. Kulibabin

Underwater bucket channels connecting the Danube with sluices were built perpendicular to river’s main stream. Water supply tract consists of an supply bucket channel, connecting the Danube with a sluice facility, a transporting channel – from a sluice to the mouth, i.e. to an output of a channel into a lake, and a mouth section of a channel. Throughout the whole period of operation of these facilities silt accumulation has been observed within supply bucket channels, in a lesser degree – within transport channels, and emergence in a mouth section of transport channels of sandbars having considerable dimensions. Throughout the whole period of operation of facilities and channels plenty of money has been spent for cleaning facilities and channels off sediments, so there is a need for deeper examination of the nature of silting phenomenon and minimization of water supply tract siltation through its simple reconstruction. The aim of this research consists in substantiation of proposals to eliminate or to reduce effects of silting of supply and transport channels under existing conditions and substantiation of proposed necessary structural measures on the basis of proposed mathematical modelling and methods of analytical studies. Therefore methods of analytical studies including probable and statistical approaches used when analyzing processes with constant change of environment were proposed. These studies found that boundaries of supply of inlet channels in an open river’s channel depend on distribution of flow velocities throughout a river’s stream and conditions of stream distribution and flow pattern in the middle of the supply channel depends on shape of an inlet, particularly on shape of its lower side. These suggestions and studies give us an opportunity to recommend means of controlling a hydraulic regime in the middle of a supply channel. Fighting against deposition of bottom sediments at supply channels may be won after choosing a place for water intake and a type of bucket, as well as after specification of appropriate structural forms and sizes of their inlet components. Therefore the article provides suggestions on research of regime of interaction between the river and a supply channel, dynamics of water exchange in supply channels, forces of stream masses developing during mixing, hydraulic regime and regime of deposition of supply and transport channels in order to determine the major requirements regarding size of water area of a supply channel.


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