FLOOD04180

• County: Weld
• Basin: South Platte
• Title: Project Notebook for I-25 Corridor Master Drainage Plan South Weld County: Volume 1 of 2
• Date: 12/6/1999
• Prepared For: Weld County Public Works
• Prepared By: Anderson Consulting Engineers, Inc.
• Floodplain - Doc Type: Floodplain Report/Masterplan

\ 1-( I ~
58.000 2000.00 4874.56 .00 .05 .00 274.79 20.00
58.000 2500.00 4875.76 1.20 .02 1.20 590.47 20.00
58.000 2800.00 4876.55 .80 .01 2.00 1076.20 20.00
58.000 3000.00 4877.04 .49 .00 2.49 1235.69 20.00
\8.000 3200.00 4877.22 .17 .00 2.66 1291.41 20.00
. 1.000 3400.00 4877.38 .17 .00 2.82 1345 .37 20.00
J.OOO 3600.00 4877.55 .17 .00 2.99 1401.08 20.00
59.000 2000.00 4875 . 71 .00 1.15 .00 109.83 450.00
. 59.000 2500.00 4876.26 .56 .51 .56 182.80 450.00
. 59.000 2800.00 4876.73 .47 .18 1.03 299.13 450.00
. 59.000 3000.00 4877.12 .39 .08 1.42 390.52 450.00
. 59.000 3200.00 4877.29 .16 .07 1.58 408.77 450.00
. 59.000 3400.00 4877.44 .16 .06 1. 74 409.27 450.00
. 59.000 3600.00 4877.61 .16 .06 1.90 409.78 450.00

SECNO 0 C~SEl DIFWSP DI F~SX DI FKWS TOPWID XlCH
60.000 2000.00 4877.25 .00 1.55 .00 124.82 512.00
. 60.000 2500.00 4877.86 .60 1.59 .60 157.71 512.00
60.000 2800.00 4878.07 .22 1.34 .82 180.72 512.00
60.000 3000.00 4878.21 .14 1.09 .96 208.29 512.00
60.000 3200.00 4878.33 .12 1.05 1.08 248.33 512.00
60.000 3400.00 4878.44 .11 1.00 1.19 290.06 512.00
60.000 3600.00 4878.55 .11 .94 1.30 331.41 512.00
61.000 2000.00 4879.18 .00 1. 93 .00 388.67 645.00
61.000 2500.00 4879.68 .51 1.83 .51 436.46 645.00
61. 000 2800.00 4879.94 .25 1.86 .76 460.03 645.00
61. 000 3000.00 4880.08 .15 1.87 .91 479.53 645.00
61. 000 3200.00 4880.22 .14 1.89 1. 05 500.38 645.00
61. 000 3400.00 4880.35 .13 1.91 1. 17 519.89 645.00
. 61. 000 3600.00 4880.47 .12 1.92 1.29 537.76 645.00
62.000 2000.00 4880.20 .00 1.02 .00 268.40 400.00
62.000 2500.00 4880.46 .26 .77 .26 269.55 400.00
- <.000 2800.00 4880.62 .16 .68 .42 210.30 400.00
".000 3000.00 4880.71 .09 .63 .51 270.72 400.00
62.000 3200.00 4880.81 .10 .59 .61 271. 17 400.00
* 62.000 3400.00 4880.90 .09 .55 .70 271. 59 400.00
* 62.000 3600.00 4880.99 .09 .52 .79 272.00 400.00
63.000 2000.00 4881.61 .00 1.41 .00 198.25 575 .00
63.000 2500.00 4881. 98 .37 1.52 .37 203.76 575.00
63.000 2800.00 4882.17 .18 1.55 .56 205.68 575.00
63.000 3000.00 4882.29 .12 1.57 .68 206.87 575.00
63.000 3200.00 4882.40 .11 1.59 .79 207.97 575.00
63.000 3400.00 4882.51 .11 1.60 .90 209.05 575.00
63.000 3600.00 4882.61 .10 1.62 1.00 210.08 575.00

SUMMARY OF ERRORS AND SPECIAL NOTES

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42.000 PROFllE= 1 CRITICAL DEPTH ASSUMED
42.000 PROFILE= 1 PROBABLE MINIMUM SPECIFIC ENERGY
42.000 PROFILE= 1 20 TRIALS ATTEMPTED TO BALANCE WSEL
42.000 PROFILE= 2 CRITICAL DEPTH ASSUMED
42.000 PROFILE= 2 PROBABLE MINIMUM SPECIFIC ENERGY
42.000 PROFILE= 2 20 TRIALS ATTEMPTED TO 8AlANCE ~SEL
42.000 PROFIlE= 3 CRITICAL DEPTH ASSUMED
42.000 PROFllE= 3 PROBABLE MINIMUM SPECIFIC ENERGY
42.000 PROFILE= 3 20 TRIALS ATTEMPTEO TO BALANCE ~SEL
42.000 PROFIlE= 4 CRITICAL DEPTH ASSUMED
42.000 PROFILE= 4 PROBA8LE MINIMUM SPECIFIC ENERGY
42.000 PROFllE= 4 20 TRIALS ATTEMPTED TO BALANCE WSEL
42.000 PROFILE= 5 cRIIICAl DEPTH ASSUMED
42.000 PROFllE= 5 PR08A8LE MINIMUM SPECIFIC ENERGY
42.000 PROFIlE= 5 20 TRIALS ATTEMPTED TO BALANCE WSEl
42.000 PROFIlE= 6 CRITICAL DEPTH ASSUMED
42.000 PROFllE= 6 PR08A8lE MINIMUM SPECIFIC ENERGY

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