scholarly journals BPA Riparian Fencing and Alternative Water Development Projects Completed within Asotin Creek Watershed, 2000 and 2001 Asotin Creek Fencing Final Report of Accomplishments.

2002 ◽  
Author(s):  
B.J. Johnson
Eos ◽  
1985 ◽  
Vol 66 (47) ◽  
pp. 1178
Author(s):  
Anonymous

1991 ◽  
Vol 24 (10) ◽  
pp. 291-293
Author(s):  
Tatyana G. Shvachich

The system as a means of automated calculation of groundwater filtration in non-homogeneous porous medium with arbitrary initial and boundary conditions is provided. The package consists of a series of modules. The programs are developed for designing screened dams and are characterized by a substantial reduction of input data volume. The package is successfully used for designing of water development projects, providing a means of maintaining and analysing different antifiltration techniques, namely: screens, upstream floors (fores), flow cores, cutoff walls, concrete screens, etc. while constnacting dams and water development structures of arbitrary contours. This particular package is designed to provide automated calculation of groundwater filtration in non-homogeneous porous medium with arbitrary initial and boundary conditions. The system can also provide a means of computing the two-dimensional filtration flow in water development structures such as dams, concrete structures and the like. The package consists of a series of modules for designing the filtration effect in water development projects with both multi-layered and homogeneous basements, simulating the two-dimensional discontinuity filtration flows (screened dams particularly), plotting the hydrodynamic grid. The modules provide capabilities for determining:–depression curve coordinates, i.e. basic data for calculation of slope stability and the proper slope geometry depending on underground freezing severity are provided;–filtration rates and the maximum values, i.e. the source information for calculating antisuffosion ground stability is provided;–head gradients and the peak values;–areas of all the cross-section elements;–field of heads;–back pressure values;–field of flow function, i.e. the value of a filtration flow rate in a zone between a water confining layer and a given field point;– water development structure shear strength.


1995 ◽  
Vol 32 (5-6) ◽  
pp. 117-123 ◽  
Author(s):  
S. P. Chang ◽  
C. G. Wen

Since 1983, The R.O.C. government in Taiwan has actively promoted the environmental impact assessment (EIA) system. More than 15 EIAs of water resource development projects have been conducted. Up to December 1994, seven pieces of relevant legislation for water resources projects, including two laws (amendments) and five regulations, were completed. The government is pushing forward the legislation of EIAs. Basically, the EIA review will include the following written statements: an initial environmental examination (IEE), the draft of an EIA report and the EIA final report.


2017 ◽  
Vol 16 (1) ◽  
Author(s):  
Anushrita ◽  
B. N. Nagpal ◽  
Neera Kapoor ◽  
Aruna Srivastava ◽  
Rekha Saxena ◽  
...  

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