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 Eagleview Regiond Drainage Ghwmel
Final Desian - Modify Eagleview Pond spiilwav flume aver #3 Diich BBcfs 100 yr storm XP-SWMM RUN gev3-IOO,xp
• i Table E13. Channel losse9 (H), headwater depth (HW}, tailwater
1 I depth (TW), critical and normal depth (Yc antl Yn).
• - Use
this secti
I for
culvert
compa
on risons
-
i
. -
- - ---- S6__-----_-
~ Condurt Maximum Head Friction Cn[ical
. Name Flow Loss Loss Depth
} Outfall 86 -
.5960 -
0.0000 1.9708 1.1695
~. Larson Up 704 .6616 0.0000 10.3577 2.9028

• B CBC 233 .6593 0.6613 0.1990 2.9806
~'j Pond Znlet 391 .9569 0.0063 0.0099 1.1820
Runn 1 762. 0931 0.0000 2.1593 2.6927
~' q3-3 201 A891 0.0000 0.0148 1.3344
t3-2 203 .9999 0.0000 0.0886 1.3938
10"Fill 0. 0000 0.0000 0.0000 0.0000
Chan F-Pit 786. 2864 0.3535 0.4'403 2.2814
Larson Da 705 .2479 0.0000 2.0702 2.9041
CBC Apron 700 .9128 0.0000 0.0045 2.3613
CBC Rock 700. 2668 0.0000 0.0195 1.8244
• ; g3FC5 120. 7621 1.3362 0.2028 2.3254
F CBC 262. 0846 0.6206 0.1657 2.7729
t3-6 119 .2369 0.0000 0.0596 0.9981
• ~ Bunn 2
Bunn 3 761.
761. 2636
4829 0.0000
0.0000 2.0066
2.4335 2.6911
2.6919
flunn 4 154. 9378 0.0000 1.4849 2.6886
~, PSpilll-a 699. 7893 0.3017 0.2750 1.9825
PntlSpi112 699. 7930 0.0000 4.9557 3.8635
.
~, t3-9 120. 7628 0.0000 0.0023 1.0050
' q3 Sp111 80. 0813 0.0000 0.3659 0.9162
PSpilll-b 699. 7802 0.3396 0.2942 2.9175
\ PSpilll-c 699. 7718 0.5018 0.5362 3.0123
t3-7
t3-8 119.
105. 5799
2995 0.0000
0.0000 0.8683
1.8506 1.2914
1.9785
Normal FSW TW
Depth El ev El ev
2 9179 4671 3191 4669 6695
4.0041 4711.5613 47008028
2.fi177 4697.5773 4696.8186
2.3156 9696.8359 9696.8204
4.0000 9686.fi0B4 9684.1927
3.4499 4690.5618 4690.5472
5.6500 4690.6304 9690.5407
0.0000 0.0000 0.0000
3.4303 9673.9043 46]2-8419
3.9313 4699.8887 4697.5485
2.7021 4696.8193 4696.8182
9.0284 4696.8517 4696.8359
3.0000 4690.5458 4688.9412
2.6951 4675.5541 4673.9041
1.6667 4688.8753 4688.8297
4.0000 4683.0760 4680.7911
3.]677 4679.3376 4676.9485
3.9216 4676.9544 4675.5541
1.5183 9695.9830 4695.5681
2.6777 9693.9782 4686.6047
2.7210 4690.5481 4690.5458
0.7386 9690.4410 4685.7090
1.9036 9695.5681 9695.0371
2.3265 9695.0371 4693.9782
9.0575 4688.8098 4687.9019
3.2626 4689.0833 4682 2326
Max Flow
Max Flow
Max Flow
Max Flow
Max Flow
Max Flow
Max Flow
Ma% Flow
Max Flow
Max Flow
Max Flow
Max Flow
Max Flow
Max Flow
Max Flow
Max Flow
Max Flow
Max Flow
Max Flow
Max Flow
Max Flow
Max FLOW
Max Flow
Max Flow
Max Flow
Max FLOW
I Table E13a. CULVERT ANALYSIS CLASSZFICATTON~ I
I and the time the culvert was in a particular I
I classification during Ue simulation. The time is I
I in minutes. The Dynamic Wave Equation is used for I
I all conduit analysis but the culvert flow classification I
I condition is based on the HW and TW depths. I
Miltl Mild Steep Mild Miltl
slope Slope TW Slope TW Slug Flow Slope Slope
Critical D Control Ins ig of Outlet/ TW > D TW <= D
Conduit outlet Outlet Entrance Entrance Outlet outlet Outlet Inlet Inlet
Name Control Control Control Control Control Control Control Control Configuration
Outfall 232. 0000 469. 0000 29 .0000 0.0000 0.0000 0.0000 0.0000
`
~ Larson Up 46. 0000 674. 0000 0 .0000 0.0000 0.0000 0.0000 0.0000
' B CBC 0. 0000 0. 0000 31. 0000 639.0000 0.0000 27.0000 23.0000
.~1 Pond Inlet 0. 0000 491. 0000 23 .0000 0,0000 20fi.0000 0.0000 0.0000
Bunn 1 34. 0000 635. 0000 51 .0000 0.0000 0.0000 0.0000 0.0000
t3-3 0. 0000 690. 0000 30. 0000 0.0000 0.0000 0.0000 0.0000
f3-2 5. 0000 685. 0000 30. 0000 0.0000 0.00 DO 0.0000 0.0000
le^ei a 0. 0000 0. 0000 0 .0000 0.0000 o.ooaD 7z 0.0000 o.oaoo
Chan F-Pit 27, 0000 603. 0000 10. 0000 0.0000 0.0000 0.0000 0.0000
Larson Dn 51, 0000 669. 0000 0. 0000 0.0000 0.0000 0.0000 0.0000
~ CBC Apron 13, 0000 687. 0000 9. 0000 0.0000 16.0000 D. 0000 0.0000
CBC Rock 22. 0000 621. 0000 9 .0000 0.0000 73.0000 0.0000 O.OOaO
1 q3 FCS 8. 0000 593. 0000 30. 0000 0.0000 52.0000 0.0000 0.0000
F CBC 1. 0000 353. 0000 10. 0000 178.0000 0.0000 0.0000 1.0000
t3-6 4. 0000 683. 0000 33. 0000 0.0000 0.0000 0.0000 0.0000
~ Bunn 2 36. 0000 633. 0000 51 .0000 0.0000 0.0000 0.0000 0.0000
Bunn 3 10. 0000 658. 0000 52. 0000 0.0000 0.0000 0.0000 0.0000
Bunn 4 0. 0000 666. 0000 54. 0000 0.0000 0.0000 0.0000 0.0000
` PSpilll-a 0. 0000 0. 0000 590. 0000 0.0000 0.0000 0.0000 122.0000
Pntlspi112 0. 0000 0. 0000 720. 0000 0.0000 0.0000 0.0000 0.0000
- q3-4 0. 0000 690. 0000 30. 0000 0.0000 0.0000 0.0000 0.0000
#3 Spill 0. 0000 0. 0000 720. 0000 0.0000 0.0000 0.0000 0.0000
PSpilll-b 0. 0000 0. 0000 SSB. 0000 0.0000 0.0000 0.0000 162.0000
q PSpilll-c 0. 0000 0. 0000 560. 0000 0.0000 0.0000 0.0000 160.0000
~ t3-7 15. 0000 671. 0000 34. 0000 0.0000 0.0000 0.0000 0.0000
83-8 0. 0000 685. 0000 35. 0000 0.0000 0.0000 O. OOOa 0.0000
0.0000 None
0.0000 Nane
0.0000 None
0.0000 Groove Entl with Headwall
0.0000 None
0.0000 None
0.0000 None
0.0000 None
0.0000 None
0.0000 None
0.0000 None
0.0000 None
37.0000 90 and 15. deg Wingwall Flares
177.0000 30 to 75 deg Wi ngwall Flares
0.0000 None
0.0000 None
0.0000 None
0.0000 None
0.0000 None
0.0000 None
0.0000 None
0.0000 None
0.0000 None
0.0000 Nene
0.0000 None
0.0000 None
Model°gev3-IOO.xp"
1
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