Figure 3 - uploaded by Brijesh Mainali
Content may be subject to copyright.
Download
View publication
5: Plan and section of a settling basin 2. A net head of less than 10 m should have a settling basin sized to settle particles 0.3-0.5 mm in diameter. For a 10-100 m net head, 90% of particles 0.3 mm or greater should settle in the basin. For heads in excess of 100 m, 90% of particles up to 0.2 mm should settle.

5: Plan and section of a settling basin 2. A net head of less than 10 m should have a settling basin sized to settle particles 0.3-0.5 mm in diameter. For a 10-100 m net head, 90% of particles 0.3 mm or greater should settle in the basin. For heads in excess of 100 m, 90% of particles up to 0.2 mm should settle.

Source publication
Table 2 .1 Flow-measuring equipment
Table 2 .4: Turbine Selection Criteria
Figure 3.1: Cross-sectional view of the intake area
Figure 3.2 (A): Cross-sectional view of a gabion weir
+14 Figure 3.3: Headrace canal section
Guidelines for Detailed Feasibility Studies of Micro-Hydro Projects, 2018. (1st Edition, 2004 with 27 authors)
Technical Report
Full-text available
  • Mar 2018
These guidelines were prepared to for consultants undertaking detailed feasibility studies (DFSs), including of technical design, for micro-hydropower projects (MHPs) supported by the Alternative Energy Promotion Centre (AEPC) of the Government of Nepal (GoN). They cover both micro- (10-100 kW) and pico- (up to 10 kW) hydropower projects. The first...
Cite
Download full-text