2003-10-14_REVISION - M1992069 ‎(3)‎

• Permit No: M1992069
• IBM Index Class Name: Revision
• Doc Date: 10/14/2003
• Doc Name: Design Report
• From: Applegate
• To: DMG
• Type & Sequence: TR5
• Media Type: D
• Archive: No

North Eogkview Regional Draimge Channel '
Final Desion - Modifv Eaoleview Pond soillwav flume over 7f3 Ditch. BBcfs. 100 yr storm XP-SWMM RUN aev3-IOO.xo
Default Expansion/Contraction K.
Default Entrance/Exit K.........
Routing Method ..................
Default surface area of junctions...
Minimum Junction/Conduit Depth......
Footling Area Coefficient............
Footling Area Exponent ...............
Minimum Orifice Length ..............
NJSW input hydrograph junctions.....
or uses tlef inetl hytlrog raphs....
0.30000
0.30000
Dynamic Wave
12.57 square feet.
0.00001 feet.
1.00
1.0000
1000.00 feet.
3
I Flap Gate Conduit Information I
I _________ _______ I
I Positive Flap Gate - Flow only allowed from the upstream I
I to Che downstream junction I
I Negative Flap Gate - Flow only allowetl from the I
I downstream to the upstream junction I
Conduit Type of Flap Gale
18"Fill Positive Flap Gate
Natural Cross-Section information for Channel N3-3
Cross-Section ID (from X1 cartl)
Left Ov erbank Length 70.0 ft
Main Channel Length 70.0 ft
Right Overbook Length 70.0 ft
Manning N 0.050 to Station
" 0.030 in main Channel
" 0.050 Beyond station
1.0 Channel sequence number 1
Maximum Elevation 5 .65 ft.
Maximum depth 5 .65 ft.
Maximum Section Area 243 .63 ft^2
Maximum hytlraulic radius 3_ .40 ft.
6.2 Max topwidth 68 .93 ft.
Maximum Wetted Perimeter 7.16E +01 ft
50.4 Max left bank area 1 .02 ft^2
Max right bank area 32 .27 ft^2
Max center channel area 210 .35 Et^2
Natural Cross-Section information for Channel 83-2
Cross-Section ZD (from X1 cartl) .
Left Overba nk Length 917.0 ft
Main Channel Length 417.0 ft
Right Overbook Length 417.0 ft
Manning N 0.050 to Station
" 0.030 in main Channel
" 0.050 Beyond station
2.0 Channel sequence number 2
Maximum Elevation 5 .65 ft.
Maximum depth 5 .65 £t.
Maximum Section Area 293 .63 ft^2
Maximum hydraulic cadius 3 .90 ft.
6.2 Max topwidth 60 .93 ft.
Maximum wetted Perimeter 7.16E +01 ft
50.9 Max left bank area 1 .02 ft^2
Max right bank a 32 .27 ft^2
Max center channel area 210 .35 ft^2
Natural Cross-Section information for Channel ®3-6
Cross-Section ID (from X1 card)
Left Overbook Length 170.0 ft
Main Channel Length 170.0 ft
Right Overbook Length 170.0 ft
Manning N 0.050 to Station
^ 0.030 in main Channel
" " 0.050 Beyond station
3.0 Channel sequence number 3
Maximum Elevation 5 . 65 'ft.
Maximum depth 5 .65 ft.
Maximum Section Area 243 .63 ft^2
Maximum hytlraulic radius 3 .40 ft.
6.2 Max topwidth 60 .93 ft.
Maximum wetted Perimeter 7.16E +01 ft
50.9 Max left bank area 1 .02 ft^2
Max right bank area 32 .27 ft^2
Max center channel area 210 .35 ft^2
Natural Cross-Section information for Channel 83-9
Cross-Section ID (from ~X1 card)
Left Overbook Length 21.0 ft
Main Cnannel Length 21.0 ft
Right Overbook Length 21.0 ft
Manning N 0.050 to Station
^ ^ 0.030 in main Channel
" 0.050 Beyontl station
9.0 Channel sequence number 4
Maximum Elevation 5. 65 ft.
Maximum depth 5. 65 ft.
Maximum Section Area 243. 63 ft^2
Maximum hytlraulic ratlius 3. 40 ft.
6.2 Max topwidth 68. 93 ft.
Maximum Wetted Perimeter 7.16E+ 01 ft
50.4 Max left bank area 1. 02 ft^2
Max right bank area 32. 27 R^2
Max center channel area 210. 35 ft^2
Model 'gev3-IOO.xp" Page a of 38