-
Watershed area
|
________ ha
|
________ ac
|
-
Average grade of watershed
|
________ percent
|
-
Runoff curve number from Tables 2.2 2.4
|
________________
|
-
Peak flow from watershed for a 10 year storm
from
Table 2.5-M 2.11-M (2.5-I 2.11-I)
|
________m3/s
|
________ft3/s
|
-
Rock chute fall
|
________ m
|
________ ft
|
-
Horizontal distance to obtain chute fall
|
________ m
|
________ ft
|
- Grade to fit = ((5) ÷ (6)) x 100
(________ m ÷ ________ m) x 100
(________ ft ÷ ________ ft) x 100
|
________ percent
|
-
Type and size of input device
|
|
-
Type and size of output device
|
|
-
Chute slope (Tables 4.12-M 4.14-M (4.12-M
4.14-I))
|
________:1 or ________ %
|
-
Side slope
|
________:1
|
-
Bottom width
|
________ m
|
________ ft
|
-
Chute depth
|
________ m
|
________ ft
|
-
Chute width
|
________ m
|
________ ft
|
-
Total chute length
|
________ m
|
________ ft
|
-
Rock riprap to order for chute
|
________ m3
|
________ yd3
|
-
Additional rock riprap to order for transitions,
curves, etc.
|
________ m3
|
________ yd3
|
-
Total rock riprap to order (16) + (17)
|
________ m3
|
________ yd3
|