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Last modified
1/26/2010 10:24:01 AM
Creation date
6/17/2008 2:35:59 PM
Metadata
Fields
Template:
Floodplain Documents
County
Gunnison
Community
Marble and Vicinity
Stream Name
Crystal River
Basin
Gunnison
Title
Floodplain Information Report Crystal River - Technical Appendix
Date
5/1/2004
Prepared For
Marble and CWCB
Prepared By
ICON Engineering, Inc.
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />I <br /> <br />I <br /> <br />Fretn Loss <br />C & E LosS <br /> <br />~m <br /> <br />BRIDGE <br /> <br />I <br /> <br />RIVER: crystal <br />REACH: Marble <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />0.01 <br />0.03 <br /> <br />CUIII vo 11.... (acre-ft) <br />Cum SA (acres) <br /> <br />RS: 23225 <br /> <br />155 <br />Sta Elev <br />7.34 7968.33 <br />35.92 7966.22 <br />75.01 7963.6 <br />117.4 7960.31 <br />148.41 7957.93 <br />184.79 7954.68 <br />213.77 7952.51 <br />234.37 7951.15 <br />259.63 7949.85 <br />318.81 7949.35 <br />365.11 7949.22 <br />378.37 7947.76 <br />398.85 7948.12 <br />433.6 7949.2 <br />474.56 7948.29 <br />513.12 7949.25 <br />567.81 7949.29 <br />595.89 7949.9 <br />612.07 7950.89 <br />645.73 7951.41 <br />664.82 7949. 34 <br />705 7937.25 <br />737.57 7949 <br />746.31 7951.66 <br />764.69 7953.19 <br />776.43 7953.1 <br />806.49 7955.85 <br />B42.95 7956.6 <br />856.53 7958.89 <br />875.47 7964.02 <br />906.57 7963.88 <br /> <br />Manni n9 I 5 n values num- 3 <br />sta n val Sta n val Sta n val <br />0 .06 687 .035 723 .06 <br />Bank Sta: Left Rim coeff ContI'. Expan. <br /> 687 .3 .5 <br />Ineffective Flow num- 1 <br />Sta L Sta R Elev Permanent <br />0 676 7947.37 T <br /> <br />INPUT <br />Deseri pti on: BRIOGE NO. 4 - SNOWSHOE RANCH <br />Distance from upstream XS IIZ 4.7 <br />Deck/Roadway width 14.25 <br />wei r coeffi ci ent IIZ 2.6 <br />upstream Deck/Roadway coordi nates <br />num- 6 <br />Sta Hi cord La cord Sta Hi cord La cord <br />650 7951 676 7951 <br />744 7951 7948.25 744 7951 <br /> <br />Upstream Bridge Cross section Data <br />station Elevation Data nulTP <br />Sta Elev Sta Elev <br />o 7968.74 4.74 7968.51 <br />21.75 7967.17 34.67 7966.31 <br />63.6 7964.37 64.46 7964.31 <br />91.97962.27 107.897961.01 <br />139.53 7958.6 147.25 7958.03 <br />172.617955.77 180.967955.03 <br />209.58 7952.82 211.53 7952.68 <br />224.95 7951.71 226.63 7951.58 <br />251.617950.19 256.98 7949.9 <br />310.32 7949.38 314.43 7949.37 <br />353.587949.11 362.37 7949.2 <br />372.14 7949.08 373.75 7948.75 <br />390.867947.37 393.2 7947.56 <br />412.43 7949.55 414.96 7949.54 <br />461.67 7949.11 466.45 7948.82 <br />494.65 7948.96 502.27 7949.03 <br />543.24 7949.46 560.96 7949.25 <br />580.99 7949.52 592.25 7949.94 <br />610.23 7950.78 610.37 7950.84 <br />639.02 7951.33 643.71 7951.45 <br />657.84 7950.93 664.55 7949.42 <br />674.64 7944.88 687 7938 <br />733.02 7946.54 736.35 7948.78 <br />745.21 7951.49 746.02 7951.6 <br />756.7 7953.56 763.33 7953.35 <br />775.44 7953.45 776.04 7953.18 <br />786.47 7953.91 796.48 7955.34 <br />828.56 7956.46 836.517956.47 <br />850.747957.78 856.2 7958.83 <br />872.89 7963.29 874.35 7963.65 <br />896.57 7963.9 901.64 7963.85 <br /> <br />Downstream Bridge Cross section Data <br />station Elevation Data num=- 182 <br />Sta Elev sta Elev Sta Elev <br />07967.08 .487966.93 7.71 7966.36 <br />20.04 7964.89 28.37 7964.04 32.02 7963.63 <br />45.33 7962.07 46.54 7961.99 55.977961.35 <br />74.23 7960.58 79.93 7960.39 82.87 7960.19 <br />103.887958.81 117.72 7957.92 119.217957.85 <br />137.38 7956.82 139.067956.72 146.447956.25 <br />163.77 7955.53 173.72 7955.01 174.97 7954.95 <br />186.647954.19 192.767953.94 197.067953.93 <br />217.35 7952.98 220.46 7952.8 226.2 7952.53 <br />238.75 7950.95 2477950.33 258.31 7950.03 <br />273.21 7949.49 288.9 7949.18 293.91 7949.07 <br />301.35 7947.72 303.52 7947.59 306.87 7947.18 <br />322.867946.95 327.45 7947 331.697947.07 <br />346.33 7946.62 348.99 7946.66 354.61 7946.83 <br />372.05 7947.45 376.397947.72 380.867948.02 <br />387.417948.47 393.247948.88 395.6 7948.5 <br />407.32 7947.08 408.24 7946.98 410.4 7946.81 <br />450.19 7945.95 455.85 7946.25 458.47 7946.52 <br />476.23 7948.04 479.78 7947.8 482.63 7947.62 <br />491.06 7947.28 499.31 7946.91 505.41 7946.72 <br />524.31 7947.02 528.667947.25 531.217947.42 <br />542.76 7948.1 544.947948.27 551.63 7948.6 <br />565.59 7948.86 570.89 7948.99 588.08 7949.36 <br />606.77949.84 608.067949.89 617.97950.17 <br />628.47 7950.3 632.11 7950.2 640.19 7950.29 <br />659.68 7950.56 662.897950.65 672.28 7951.13 <br />685.787950.71 696.547945.57 697.437945.06 <br />727 7937.25 749 7938 755.277944.19 <br />764.06 7948.51 767.167949.71 769.77949.97 <br />777.36 7951.15 780.29 7951.68 785.87 7951.67 <br />800.05 7951.95 805.3 7952.07 809.87 7952.19 <br />821.96 7952.89 825.31 7953.07 829.49 7953.2 <br />845.31 7953.46 849.12 7953.52 855.31 7953.75 <br />875.32 7954.11 888.38 7954.19 895.32 7954.31 <br />912.16 7954.44 914.077954.78 916.95 7955.54 <br />935.33 7960.4 942 7961.75 944.11 7962.2 <br />948.06 7963.11 954.17 7963.17 <br /> <br />I <br /> <br />Downstream <br />num- <br />Sta Hi <br />680 <br />762 <br /> <br />Deck/Roadway coordi nates <br />6 <br />cord Lo cord <br />7951 <br />7951 7948.25 <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />Mannino' 5 n values <br />Sta n val <br />o .06 <br /> <br />num- <br />Sta n val <br />706 .035 <br /> <br />I <br /> <br />Bank Sta: L~b~ Ri~~~ <br /> <br />Ineffective Flow nUlll- <br />Sta L Sta R Elev <br />o 694 7945.95 <br />762 954.17 7951 <br /> <br />sta Hi cord La Cord <br />694 7951 <br />762 7951 <br /> <br />3 <br />Sta <br />749 <br /> <br />coeff ContI'. <br />.3 <br />2 <br />Permanent <br />T <br />T <br /> <br />Expan. <br />.5 <br /> <br />Sta Hi cord La cord <br />676 7951 7948.25 <br />800 7951 <br /> <br />Sta Elev <br />14.97 7967.78 <br />46.28 7965.53 <br />76.76 7963.47 <br />123.24 7959.85 <br />156.92 7957.16 <br />187.57 7954.44 <br />215.75 7952.37 <br />235.71 7951.08 <br />297.48 7949.4 <br />328.41 7949.33 <br />368.96 7949.18 <br />379.03 7947.58 <br />406.45 7949 <br />446.23 7949.16 <br />482.25 7948.59 <br />516.15 7949.32 <br />578.71 7949.49 <br />599.09 7950.03 <br />621.07 7950.96 <br />650.7 7951.3 <br />666.66 7949.22 <br />723 7938 <br />742.517950.69 <br />746.8 7951.75 <br />767.85 7953.25 <br />779.37 7953.08 <br />816.5 7956.55 <br />845.8 7956.64 <br />859.88 7959.74 <br />880.24 7964.02 <br />912.08 7963.85 <br /> <br />Sta Hi cord La cord <br />694 7951 7948.25 <br />800 7951 <br /> <br />sta Elev <br />8.43 7966.24 <br />36.94 7963.14 <br />58. 72 7961.17 <br />91.91 7959.69 <br />127.847957.42 <br />153.77 7955.76 <br />175.75 7954.9 <br />199.8 7953.79 <br />233.6 7951. 56 <br />266.35 7949.73 <br />295.64 7948.67 <br />312.98 7947.13 <br />334.15 7947 <br />362.95 7947.13 <br />381.7 7948.08 <br />399.32 7948.15 <br />413.39 7946.54 <br />463.93 7946.95 <br />484.67 7947.53 <br />513.45 7946.5 <br />535.587947.72 <br />554.85 7948.66 <br />589.74 7949.41 <br />619.36 7950.24 <br />647.38 7950.32 <br />675.95 7951. 31 <br />701.51 7943.16 <br />755.8 7944.36 <br />771.88 7950.11 <br />791. 32 7951.6 <br />815.31 7952.25 <br />835.31 7953.56 <br />858.94 7953.85 <br />898.19 7954.34 <br />922.93 7957.18 <br />946.58 7962.69 <br /> <br />n val <br />.06 <br /> <br />=~~~am~:.c~~~nii~id:l~V~~e : g ~~~1i: <br />:1:~~~To~l~~W:t~~hs~~r~t~~eb:;in~eir flow : 7947:j~ <br />Energy head used in spillway design <br /> <br />I <br /> <br />I <br /> <br />118.87 <br />52.44 <br /> <br />l~~~~alRiv~~i~~S <br />25.91 70.75 <br /> <br />Sta Elev <br />20.23 7967.31 <br />48.44 7965.38 <br />89.57 7962.45 <br />131.14 7959.27 <br />164.147956.54 <br />193.67 7954 <br />221.77 7951. 93 <br />248.25 7950.39 <br />306.96 7949. 38 <br />341. 75 7949.2 <br />371.46 7949.17 <br />380.18 7947.37 <br />412.19 7949.46 <br />449.1 7949.12 <br />484.02 7948.64 <br />536.9 7949.5 <br />579.81 7949.44 <br />609.5 7950.68 <br />631.67 7951.12 <br />654.1 7951.09 <br />669.28 7948.14 <br />728.01 7943.62 <br />744.62 7951.33 <br />749.11 7952.24 <br />771.36 7953.33 <br />784.73 7953.75 <br />826.51 7956.48 <br />847.2 7957 <br />866.54 7961.49 <br />886.12 7963.97 <br />913.09 7963.85 <br /> <br />sta Elev <br />10.2 7966.16 <br />43.77 7962.18 <br />67.95 7960.75 <br />101.04 7959.01 <br />131.31 7957.17 <br />155.55 7955.7 <br />181.84 7954.57 <br />211.18 7953.29 <br />236.32 7951.14 <br />269.07 7949.62 <br />298.14 7948.42 <br />316.87 7946.81 <br />339.22 7946.87 <br />367.367947.27 <br />386.17 7948.38 <br />400.8 7947.9 <br />420.497945.95 <br />472.56 7948.27 <br />487.86 7947.37 <br />515.99 7946.63 <br />537.247947.81 <br />560.83 7948.71 <br />596.88 7949.55 <br />623.98 7950.44 <br />651.547950.29 <br />683.95 7951.72 <br />706 7938 <br />758.33 7945.54 <br />775.3 7950.72 <br />794.65 7951. 76 <br />817.48 7952.37 <br />839.31 7953.46 <br />868.75 7954.14 <br />905.32 7954.4 <br />925.537957.88 <br />947.48 7962.93 <br /> <br />to 1.0 vertical <br />to 1. 0 verti ca 1 <br /> <br />page 6 <br />
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