We are currently designing a 16.4MW hydro electric power plant with gross head of 295m, Qd=7.27cms, pipe dia = 1.3m which involes wier, conveyance line, surge tank, penstock line and power plant. I need some advice and reference/spreadsheet in designing a surge tank especially the height.
Thanks
msquared48 this is another photo of the rock reffered to as AGGLOMERATE by akvargashttp://files.engineering.com/getfile.aspx?folder=086fefa1-7f0d-44f7-ae91-4874a947e2d5&file=DSC00634.JPG
mr. bigh me with akvargas are using the attached chart of peck which estimates qa as per the RQD...do you have any suggestions or alternatives in calculating the qa for the bedrock...we are currently working for a proposed 16.4MW hydro electric power plant...