kkelvin
Structural
- Oct 25, 2006
- 2
Hi, there
I just touch some documents realated to the fire water drainage. I got some questions about them. Could you give me some idea? Thanks.
"500 gpm per catch basin (2 most upstream catch basin)" and "250 gpm per catch basin (3rd and each subsequent catch basins).
My questions are:
1. How to decide the volume for the catch basin? Here are 500 pgm and 250 pgm.
2. Why choose 2 most upstream catch basin as 500 pgm? Why not 3?
I just touch some documents realated to the fire water drainage. I got some questions about them. Could you give me some idea? Thanks.
"500 gpm per catch basin (2 most upstream catch basin)" and "250 gpm per catch basin (3rd and each subsequent catch basins).
My questions are:
1. How to decide the volume for the catch basin? Here are 500 pgm and 250 pgm.
2. Why choose 2 most upstream catch basin as 500 pgm? Why not 3?