HEC-RAS Version 3.1.3 May 2005 U.S. Army Corp of Engineers Hydrologic Engineering Center 609 Second Street Davis, California X X XXXXXX XXXX XXXX XX XXXX X X X X X X X X X X X X X X X X X X X XXXXXXX XXXX X XXX XXXX XXXXXX XXXX X X X X X X X X X X X X X X X X X X X X X XXXXXX XXXX X X X X XXXXX PROJECT DATA Project Title: SR 3015 over Sandy Creek Project File : PENNDRAIN.prj Run Date and Time: 3/26/2008 1:11:54 PM Project in English units Project SR 3015 Raymilton Bridge over Sandy Creek PLAN DATA Plan Title: Plan 03 Plan File : G:\02\8101802--SR 3015\HEC RAS\HEC RAS\PENNDRAIN.p03 Geometry Title: Geometry Geometry File : G:\02\8101802--SR 3015\HEC RAS\HEC RAS\PENNDRAIN.g01 Flow Title Flow File : Sandy Creek at Raymilton : G:\02\8101802--SR 3015\HEC RAS\HEC RAS\PENNDRAIN.f03 Plan Summary Information: Number of: Cross Sections = 21 Multiple Openings = 0 Culverts = 0 Inline Structures = 0 Bridges = 1 Lateral Structures = 0 Computational Information Water surface calculation tolerance = 0.01 Critical depth calculation tolerance = 0.01 Maximum number of iterations = 20 Maximum difference tolerance = 0.3 Flow tolerance factor = 0.001 Computation Options Critical depth computed only where necessary Conveyance Calculation Method: At breaks in n values only Friction Slope Method: Average Conveyance Computational Flow Regime: Subcritical Flow Page 1
FLOW DATA Flow Title: Sandy Creek at Raymilton Flow File : G:\02\8101802--SR 3015\HEC RAS\HEC RAS\PENNDRAIN.f03 Flow Data (cfs) River Reach RS 2-Year Storm 10-Year Storm 25-Year Storm 50-Year Storm 100-Year Storm 500-Year Storm MAIN RIVER UPSTREAM 1 11046.06 2025 3500 4270 4850 5450 6850 MAIN RIVER UPSTREAM 1 10880.47 2025 3500 4270 4850 5450 6850 MAIN RIVER UPSTREAM 1 10687.08 2025 3500 4270 4850 5450 6850 MAIN RIVER UPSTREAM 1 10330.14 2025 3500 4270 4850 5450 6850 MAIN RIVER UPSTREAM 1 10880.47 2025 3500 4270 4850 5450 6850 MAIN RIVER UPSTREAM 1 10687.08 2025 3500 4270 4850 5450 6850 MAIN RIVER UPSTREAM 1 10330.14 2025 3500 4270 4850 5450 6850 Boundary Conditions River Reach Profile Upstream Downstream MAIN RIVER UPSTREAM 1 2-Year Storm Normal S = 1111.8 Normal S = 1107.5 MAIN RIVER UPSTREAM 1 10-Year Storm Normal S = 1111.8 Normal S = 1107.5 MAIN RIVER UPSTREAM 1 25-Year Storm Normal S = 1111.8 Normal S = 1107.5 MAIN RIVER UPSTREAM 1 50-Year Storm Normal S = 1111.8 Normal S = 1107.5 MAIN RIVER UPSTREAM 1 100-Year Storm Normal S = 1111.8 Normal S = 1107.5 MAIN RIVER UPSTREAM 1 500-Year Storm Normal S = 1111.8 Normal S = 1107.5 GEOMETRY DATA Geometry Title: Geometry Geometry File : G:\02\8101802--SR 3015\HEC RAS\HEC RAS\PENNDRAIN.g01 REACH: UPSTREAM 1 RS: 11046.06 Page 2
Station Elevation Data num= 29-300 1127-272 1126-255 1125-220 1120-89.79 1115.19-81.233 1113.3-80.194 1113.07-46.081 1113.44-40.097 1113.49-39.655 1113.49-381112.378-351110.364-34.667 1110.14-33.775 1109.78-301109.592 2.382 1107.98 3.326 1107.9 3.741 1107.97 24.509 1111.43 24.621 1111.55 26.665 1113.01 27.609 1113.02 36.044 1113.13 38.642 1113.25 51.243 1115.01 61.185 1120.89 65.125 1123.57 72.486 1124.93 150 1140-300.06-38.045 26.665.06-38 26.665 5 26.04 35.1.3 Skew Angle = 30 REACH: UPSTREAM 1 RS: 11020.02 Station Elevation Data num= 35-300 1127-272 1126-255 1125-220 1120-204 1115-160 1114.09-122.75 1114.6-103.68 1115.19-93.8 1113.3-92.6 1113.07-53.21 1113.44-46.3 1113.49-45.79 1113.49-40.03 1110.14-39.001 1109.78-381109.737-341109.564-321109.478 2.75 1107.98 3.84 1107.9 4.32 1107.97 281111.387 28.3 1111.43 28.43 1111.55 301112.521 30.79 1113.01 31.88 1113.02 41.62 1113.13 44.62 1113.25 59.17 1115.01 70.65 1120.89 75.2 1123.57 83.7 1124.93 84.41 1124.99 150 1140-300.06-40.03.045 28.06-40.03 28 60 61.63 75.1.3 REACH: UPSTREAM 1 RS: 10958.39 Station Elevation Data num= 45-273 1126-250 1125-191 1120-180 1115-175 1114-157.22 1113.64-90.02 1114.98-66.52 1115.39-61.79 1115.41-51.99 1114.22-38.83 1112.1-30.81 1111.98-27.91 1110.03-26.33 1109.35-241109.251-20 1109.08-151108.868 2.79 1108.11 11.45 1107.69 18.45 1109.13 28.27 1111.47 28.73 1111.79 30.32 1112.43 32.07 1112.71 331112.746 351112.823 381112.938 41.18 1113.06 58.7 1114.17 69.26 1115.05 90.79 1116.98 91.98 1117.03 97.44 1117.25 113.2 1118.39 125.73 1119.88 128.02 1120.25 135.07 1122.03 139.55 1122.74 140.56 1123.5 141.28 1123.59 141.58 1123.67 145.72 1123.97 153.37 1124.09 160 1124.2 180 1140 Page 3
-273.06-38.83.045 35.06-38.83 35 86 77.92 55.1.3 REACH: UPSTREAM 1 RS: 10880.47 Station Elevation Data num= 41-194 1126-179.93 1125.6-162.7 1124.69-156.89 1124.33-117.48 1120.78-104.11 1119.71-79.93 1114.26-75.7 1113.08-73.49 1112.76-70.71 1112.69-601112.458-55.97 1112.37-501112.353-45.68 1112.34-41.61 1112.75-40.45 1111.99-39.6 1111.19-36.16 1109-22.91 1108.71-10.87 1109.15 121109.547 13.91 1109.58 201109.996 32.48 1110.85 35.27 1110.99 37.43 1111.18 39.35 1111.15 42.65 1111.75 45.43 1112.47 56.33 1112.94 60.8 1113 90.58 1113.86 104.81 1114.97 112.36 1116.66 126.07 1117.28 139.47 1117.2 150.29 1117.76 151.33 1117.81 165 1120 175 1122 255 1140-194.06-39.6.045 35.27.06-39.6 35.27 30.03 57.59 59.99.1.3 REACH: UPSTREAM 1 RS: 10822.88 Station Elevation Data num= 31-136.14 1124.49-125.22 1124.36-109.04 1124.01-105.66 1123.84-91.04 1122.86-82.21 1121.86-68.11 1120.59-53.53 1117.15-48.34 1115.88-45.05 1115.55-251113.011-20.49 1112.44-19.53 1111.17-15.37 1108.81-8.46 1108.42 151109.687 20.79 1110 22 1110.14 23.87 1111.42 24.04 1111.46 27.3 1111.65 59.5 1112.81 73.05 1113.33 80.04 1113.59 109.82 1113.78 116.3 1113.97 120.89 1114.35 123.95 1115.01 157.07 1117.15 160 1117.14 500 1140-136.14.06-25.045 23.87.06-25 23.87 80 80.42 80.1.3 Page 4
REACH: UPSTREAM 1 RS: 10742.46 Station Elevation Data num= 38-143.07 1123.7-102.81 1122.78-97.76 1122.74-92.34 1122.32-76.85 1121.38-65.97 1120.88-58.95 1119.13-50.34 1115.92-34.88 1113.75-17.64 1112.32-15.08 1109.54-13.01 1107.75-5.81 1107.5 1.72 1109.28 181109.373 19.14 1109.38 201109.491 21.78 1109.72 28.07 1111.18 29.37 1111.41 31.17 1111.63 34.19 1111.95 41.57 1111.86 54.25 1111.73 62.94 1111.87 96.77 1112.6 105.67 1113.01 125.07 1113.93 127.51 1114.05 131.06 1114.31 138.09 1114.84 142.3 1115.9 149.02 1116.42 154.01 1117.49 160 1117.78 193 1120 201 1121 450 1140-143.07.06-17.64.045 18.06-17.64 18 68 55.38 34.1.3 REACH: UPSTREAM 1 RS: 10687.08 Station Elevation Data num= 51-203 1126-154.55 1122.99-149.64 1122.67-140.14 1122.63-134.17 1121.95-118.29 1121.41-106.84 1119.15-94.71 1118.55-88.67 1117.18-70.11 1115.58-61.31 1115.22-54.83 1114.9-401113.516-39.19 1113.44-351113.182-24.4 1112.53-22.94 1111.28-20.57 1109.1-201109.102 41109.175 51109.178 18.74 1109.22 20.71 1109.2 22.2 1109.39 22.57 1109.31 22.92 1109.54 27.53 1111.44 27.63 1111.45 29.99 1111.52 52.84 1112.18 66.02 1112.46 87.69 1112.44 92.59 1112.72 94.66 1112.54 95.37 1111.89 98.59 1112.01 100 1112.26 107.7 1113.82 108.25 1113.92 110.19 1114.04 111.76 1115 118.13 1118.08 118.32 1118.11 119.34 1118.05 134.4 1119.05 152.43 1118.81 160 1119.09 182 1120 193 1121 214 1122 302.3 1129-203.06-22.94.045 27.53.06-22.94 27.53 65 57.66 60.1.3 REACH: UPSTREAM 1 RS: 10629.42 Station Elevation Data num= 36-215 1130-160 1122.79-159.25 1122.78-142.4 1122.63-140.52 1122.67 Page 5
-139.89 1122.67-129.67 1121.41-110.89 1120.84-97.31 1120.2-95.11 1120.15-84.85 1120.06-80.25 1119.86-76.41 1117.68-74.15 1113.93-63.98 1113.95-50.88 1112.33-37.53 1111.62-24.72 1111.44-23.79 1111.06-20.91 1109.22-201109.141-17.01 1108.88.46 1107.67 9.07 1108.08 22 1108.91 251109.717 27.17 1110.3 29.58 1111.01 31.5 1111.54 35.68 1112.83 38.29 1114.08 45.73 1117.55 49.96 1118.54 53.21 1119.68 192 1120 335 1125-215.06-20.045 25.06-20 25 65 60.02 65.1.3 REACH: UPSTREAM 1 RS: 10569.40 Station Elevation Data num= 35-174 1130-160 1124.52-155.89 1122.73-148.9 1120.12-132.17 1119.97-130.06 1119.97-125 1120.05-96.94 1119.88-90.8 1118.75-72.73 1118.18-63.62 1115.8-56.24 1112.18-36.79 1110.73-33.29 1110.7-31.95 1110.66-25.13 1109.37-24.47 1109.14-201108.667-8.48 1107.45-3.11 1107.06 11.49 1107.58 181107.895 251108.233 25.55 1108.26 30.72 1109.54 33.48 1110.65 38.85 1111.63 44.34 1113.87 50.22 1116.65 72 1118.26 72.47 1118.3 72.95 1118.32 73.99 1118.35 200 1120 334 1125-174.065-25.13.055 30.72.065-25.13 30.72 65 59.94 60.1.3 REACH: UPSTREAM 1 RS: 10509.46 Station Elevation Data num= 52-160 1120.48-132.35 1119.33-119.93 1117.91-100.42 1117.49-96.11 1117.48-75.43 1117.81-60.38 1118.17-56.99 1118.02-46.13 1117.65-45.47 1117.64-43.69 1117.94-43.57 1117.95-43.43 1117.94-36.41 1109.55-36.27 1109.28-36.26 1109.3-36.11 1109.02-36.09 1108.92-35.86 1108.88-35.57 1108.92-351108.858-34.56 1108.81-16.8 1107.65-13.93 1107.39-10.88 1108.19 1.14 1106.53 8.27 1107.78 10.18 1107.91 24.19 1108.05 30.43 1108.3 33.55 1110.04 34.54 1110.47 351110.619 37.22 1111.34 37.84 1111.91 38.74 1114.6 40.35 1117.95 41.46 1117.99 44.37 1118 44.94 1118.04 45.43 1117.96 45.77 1117.01 48.54 1117.78 60.47 1118.09 62.5 1118.16 67.48 1118.33 105.48 1117.85 110.28 1117.91 150.51 1118.25 154.09 1118.31 160 1118.47 259.5 1122.6 Page 6
-160.075-35.07 35.075-35 35 30 29.56 30.3.5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent -160-43 1117.7 F 43 259.5 1118.4 F BRIDGE REACH: UPSTREAM 1 RS: 10491.47 SR 3015 Distance from Upstream XS = 9.24 Deck/Roadway Width = 17.5 Weir Coefficient = 2.6 Upstream Deck/Roadway Coordinates num= 11 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord -211.5 1120.3-198.5 1120.2-148.5 1118.4-98.5 1117.7-85.5 1117.9-48.5 1118.8-38 1118.8 1117.05 38 1118.8 1117.05 101.5 1118.4 151.5 1118.6 201.5 1120.07 Upstream Bridge Cross Section Data Station Elevation Data num= 52-160 1120.48-132.35 1119.33-119.93 1117.91-100.42 1117.49-96.11 1117.48-75.43 1117.81-60.38 1118.17-56.99 1118.02-46.13 1117.65-45.47 1117.64-43.69 1117.94-43.57 1117.95-43.43 1117.94-36.41 1109.55-36.27 1109.28-36.26 1109.3-36.11 1109.02-36.09 1108.92-35.86 1108.88-35.57 1108.92-351108.858-34.56 1108.81-16.8 1107.65-13.93 1107.39-10.88 1108.19 1.14 1106.53 8.27 1107.78 10.18 1107.91 24.19 1108.05 30.43 1108.3 33.55 1110.04 34.54 1110.47 351110.619 37.22 1111.34 37.84 1111.91 38.74 1114.6 40.35 1117.95 41.46 1117.99 44.37 1118 44.94 1118.04 45.43 1117.96 45.77 1117.01 48.54 1117.78 60.47 1118.09 62.5 1118.16 67.48 1118.33 105.48 1117.85 110.28 1117.91 150.51 1118.25 154.09 1118.31 160 1118.47 259.5 1122.6-160.075-35.07 35.075 Bank Sta: Left Right Coeff Contr. Expan. -35 35.3.5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent -160-43 1117.7 F 43 259.5 1118.4 F Downstream Deck/Roadway Coordinates num= 11 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord -211.5 1120.3-198.5 1120.2-148.5 1118.4-98.5 1117.7-85.5 1117.9-48.5 1118.8-38 1118.8 1117.05 38 1118.8 1117.05 101.5 1118.4 151.5 1118.6 201.5 1120.07 Page 7
Downstream Bridge Cross Section Data Station Elevation Data num= 47-160 1118.75-149.51 1118.4-125.91 1118.09-108.63 1117.9-91.55 1117.14-83.65 1117.42-61.36 1117.1-55.83 1117.23-39.83 1117.24-39.7 1117.26-37.95 1117.53-37.2 1117.9-36.28 1117.89-33.39 1117.96-32.9 1115.06-31.57 1108.4-31.35 1108.32-30.64 1108.21-17.08 1107.36-6.63 1107.23-2.26 1106.47 6.99 1107.92 8.79 1107.85 20.51 1109.03 24.97 1107.99 28.65 1106.97 36.75 1107.2 38.27 1107.62 40.87 1109.47 41.6 1109.74 43.08 1110.38 44.49 1115.49 45.4 1118.03 46.43 1118.09 47.48 1117.31 47.75 1117.57 48.1 1117.97 50.74 1117.98 51.02 1117.96 51.79 1118 72.2 1117.88 75.89 1117.85 77.05 1117.83 108.5 1117.59 121.98 1117.98 150.54 1118.05 160 1118.13-160.075-32.9.07 44.49.075 Bank Sta: Left Right Coeff Contr. Expan. -32.9 44.49.3.5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent -160-39.5 1117.05 F 39.5 160 1117.05 F Upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow =.95 Elevation at which weir flow begins = Energy head used in spillway design = Spillway height used in design = Weir crest shape = Broad Crested Number of Piers = 2 Pier Data Pier Station Upstream= -13.75 Downstream= -13.75 Upstream num= 4 Width Elev Width Elev Width Elev Width Elev 8.5 1107.5 8.5 1110.3 1.51110.301 1.5 1117.1 Downstream num= 4 Width Elev Width Elev Width Elev Width Elev 8.5 1107.5 8.5 1109.6 1.51109.601 1.5 1117.1 Pier Data Pier Station Upstream= 13.75 Downstream= 13.75 Upstream num= 4 Width Elev Width Elev Width Elev Width Elev 8.5 1107.5 8.5 1110.3 1.51110.301 1.5 1117.1 Downstream num= 4 Width Elev Width Elev Width Elev Width Elev 8.5 1107.5 8.5 1109.6 1.51109.601 1.5 1117.1 Number of Bridge Coefficient Sets = 1 Low Flow Methods and Data Energy Momentum Cd = 1 Yarnell KVal = 1.05 Selected Low Flow Methods = Highest Energy Answer High Flow Method Energy Only Page 8
Additional Bridge Parameters Add Friction component to Momentum Do not add Weight component to Momentum Class B flow critical depth computations use critical depth inside the bridge at the upstream end Criteria to check for pressure flow = Upstream energy grade line REACH: UPSTREAM 1 RS: 10479.90 Station Elevation Data num= 47-160 1118.75-149.51 1118.4-125.91 1118.09-108.63 1117.9-91.55 1117.14-83.65 1117.42-61.36 1117.1-55.83 1117.23-39.83 1117.24-39.7 1117.26-37.95 1117.53-37.2 1117.9-36.28 1117.89-33.39 1117.96-32.9 1115.06-31.57 1108.4-31.35 1108.32-30.64 1108.21-17.08 1107.36-6.63 1107.23-2.26 1106.47 6.99 1107.92 8.79 1107.85 20.51 1109.03 24.97 1107.99 28.65 1106.97 36.75 1107.2 38.27 1107.62 40.87 1109.47 41.6 1109.74 43.08 1110.38 44.49 1115.49 45.4 1118.03 46.43 1118.09 47.48 1117.31 47.75 1117.57 48.1 1117.97 50.74 1117.98 51.02 1117.96 51.79 1118 72.2 1117.88 75.89 1117.85 77.05 1117.83 108.5 1117.59 121.98 1117.98 150.54 1118.05 160 1118.13-160.075-32.9.07 44.49.075-32.9 44.49 25 20.57 25.3.5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent -160-39.5 1117.05 F 39.5 160 1117.05 F REACH: UPSTREAM 1 RS: 10459.33 Station Elevation Data num= 30-108.24 1122.46-100.35 1117.7-89.35 1116.48-80.65 1115.91-76.33 1114.88-64.4 1114.34-60.4 1113.69-52.06 1112.56-40.66 1111.26-34.8 1109.82-28.91 1108.6-28.81 1108.57-28.61 1108.54-14.42 1106.19-3.55 1106.04 7.71 1106.75 33.9 1108.31 35.02 1109.1 41.05 1111.07 44.99 1111.28 50.7 1112.92 55.56 1112.9 75.95 1115.11 88.22 1115.21 103.93 1115.3 124.8 1116.18 137.13 1117.04 160 1117.45 255 1120 330 1125-108.24.065-64.4.055 50.7.065-64.4 50.7 50 49.85 50.1.3 Page 9
REACH: UPSTREAM 1 RS: 10409.48 Station Elevation Data num= 35-111.69 1130.34-90.09 1116.54-89.863 1116.43-89.22 1116.4-64.96 1114.81-62.02 1114.43-54.03 1112.26-45.38 1111.27-38.25 1110.61-31.88 1108.54-30.11 1108.08-5.79 1107.83 -.59 1107.06 10 1107.51 23.02 1107.98 25.67 1109.95 29.03 1111.54 37.29 1112.84 46.97 1114.18 54.87 1114.16 68.51 1114.13 73.96 1114.31 86.87 1114.83 114.92 1114.36 116.26 1114.37 144.96 1116.02 145.55 1116.05 145.91 1116.1 146.28 1116.12 147.73 1116.17 160 1116.56 197 1118 260 1119 274 1120 332 1125-111.69.06-62.02.045 46.97.06-62.02 46.97 25 23.48 25.1.3 REACH: UPSTREAM 1 RS: 10386.00 Station Elevation Data num= 35-91.59 1120.74-79.52 1114.31-69.39 1114.43-64.95 1114.13-55.29 1112.87-53.16 1112.28-47.78 1111.67-39.95 1110.75-36.51 1110.34-31.66 1108.63-30.19 1108-21.2 1107.59.59 1107.36 7.97 1107.63 22.27 1108.17 24.77 1109.16 28.6 1111.04 32.8 1111.69 45.42 1113.18 49.41 1113.73 73.95 1113.66 75.78 1113.66 82.99 1113.88 89.64 1114.04 92.67 1114.09 128.61 1114.21 131.02 1114.3 148.12 1113.57 160 1113.77 183 1114 209 1117 244 1118 287 1119 297 1120 333 1125-91.59.06-64.95.045 49.41.06-64.95 49.41 53 55.86 25.1.3 REACH: UPSTREAM 1 RS: 10330.14 Station Elevation Data num= 34-112.6 1130.9-104.34 1130.67-95.47 1130.38-90.6 1126.93-70.96 1113.36-68.75 1113.52-60 1113.06-42.84 1113.34-41.3 1112.81-35.54 1110.01 Page 10
-29.02 1109.51-21.49 1108.92-10.88 1108.03 2.15 1107.07 11.15 1107.38 22.05 1107.21 24.93 1108.33 34.8 1111.53 35.02 1111.53 42.2 1111.81 43.94 1112.17 56.87 1112.29 75.78 1112.3 82.15 1112.35 96.56 1112.23 108.36 1112.56 127.49 1112.95 128.43 1112.98 128.63 1112.99 128.82 1113 140.14 1113.53 143.82 1113.53 160 1113.65 200 1120-112.6.06-41.3.045 34.8.06-41.3 34.8 50 48.14 50.1.3 REACH: UPSTREAM 1 RS: 10282.00 Station Elevation Data num= 29-88.4 1123.18-71.29 1113.8-59.02 1112.67-50.28 1112.14-33.86 1109.98-30.63 1109.64-29.75 1109.2-26.85 1108.97-19.92 1107.53-14.26 1107.19 4.46 1107.01 11.16 1106.92 22.34 1107.03 35.08 1111.47 35.25 1111.53 35.36 1111.53 36.3 1111.54 40.4 1112.33 57.6 1111.91 69.91 1111.92 79.85 1111.84 102.72 1111.81 109.1 1112.02 131.91 1112.68 136.63 1112.99 138.88 1113.34 139.28 1113.4 160 1113.74 200 1120-88.4.06-50.28.045 35.08.06-50.28 35.08 60 63.22 60.1.3 REACH: UPSTREAM 1 RS: 10218.78 Station Elevation Data num= 29-87.5 1127.19-85.65 1125.85-72.37 1115.47-60.59 1113.23-52.54 1111.47-40.02 1110.48-28.42 1109.55-22.08 1106.91-21.6 1106.66-6.04 1106.6.55 1106.48 22 1106.59 29.06 1110.01 30.06 1110.27 32.28 1110.31 45.4 1110.95 82.41 1111.25 84.15 1111.25 84.7 1111.26 85.98 1111.26 109.53 1111.21 119.11 1111.45 124.9 1111.76 139.57 1112.05 143.7 1113.11 145.38 1113.58 145.39 1113.58 160 1113.47 200 1120-87.5.06-28.42.045 32.28.06-28.42 32.28 70 73.18 70.1.3 Page 11
REACH: UPSTREAM 1 RS: 10145.60 PENNDRAIN.rep Station Elevation Data num= 28-87.05 1130.33-73.6 1128.37-61.31 1117.97-52.35 1110.43-46.86 1111.38-44.83 1111.59-32.96 1110.13-27.97 1108.99-25.33 1107.6-22.55 1106.64.38 1105.64 4.09 1105.39 10.06 1105.63 22 1106.05 31.56 1108.56 34.27 1109.49 42.07 1109.82 53.57 1110.07 80.22 1109.89 98.25 1109.82 123.82 1110.53 128.72 1110.68 135.44 1111.18 145.46 1111.9 145.97 1112.03 153.43 1112.8 160 1112.77 280 1120-87.05.06-32.96.045 34.27.06-32.96 34.27 75 74.28 75.1.3 REACH: UPSTREAM 1 RS: 10071.32 Station Elevation Data num= 26-67.24 1128.4-62.51 1127.81-51.53 1119.44-38.8 1109.48-34.71 1109.17-29.41 1108.99-25.32 1107.59-24.07 1106.79-9.47 1105.81 -.47 1105.35 15.25 1105.85 22.19 1106.11 24.32 1106.86 31.19 1108.73 36.22 1109.11 48.48 1109.42 54.51 1109.62 83.23 1109.5 103.88 1109.37 105.48 1109.46 116.42 1109.64 123.07 1109.81 125.08 1109.85 148.61 1110.2 160 1110.44 280 1120-67.24.06-29.41.045 31.19.06-29.41 31.19 70 75.425 70.1.3 REACH: UPSTREAM 1 RS: 9995.895 Station Elevation Data num= 24-71.28 1130.4-70.04 1130.24-56.05 1127.91-55.69 1127.64-53.68 1126.19-29.9 1109.02-27.94 1108.15-23.43 1106.72-22.57 1106.11-13.91 1105.67-1.01 1105.02 17.24 1105.79 23.13 1106.1 26.99 1107.98 27.42 1108.13 33.63 1108.22 54.55 1108.67 92.26 1108.71 99.32 1108.68 114.25 1109.32 135.01 1109.86 148.18 1109.74 160 1109.77 280 1120 Page 12
-71.28.06-29.9.045 26.99.06-29.9 26.99 10 10.72 10.1.3 REACH: UPSTREAM 1 RS: 9985.175 Station Elevation Data num= 24-71.28 1130.4-70.04 1130.24-56.05 1127.91-55.69 1127.64-53.68 1126.19-29.9 1109.02-27.94 1108.15-23.43 1106.72-22.57 1106.11-13.91 1105.67-1.01 1105.02 17.24 1105.79 23.13 1106.1 26.99 1107.98 27.42 1108.13 33.63 1108.22 54.55 1108.67 92.26 1108.71 99.32 1108.68 114.25 1109.32 135.01 1109.86 148.18 1109.74 160 1109.77 280 1120-71.28.06-27.94.045 26.99.06-27.94 26.99 0 0 0.1.3 SUMMARY OF MANNING'S N VALUES River:MAIN RIVER Reach River Sta. n1 n2 n3 UPSTREAM 1 11046.06.06.045.06 UPSTREAM 1 11020.02.06.045.06 UPSTREAM 1 10958.39.06.045.06 UPSTREAM 1 10880.47.06.045.06 UPSTREAM 1 10822.88.06.045.06 UPSTREAM 1 10742.46.06.045.06 UPSTREAM 1 10687.08.06.045.06 UPSTREAM 1 10629.42.06.045.06 UPSTREAM 1 10569.40.065.055.065 UPSTREAM 1 10509.46.075.07.075 UPSTREAM 1 10491.47 Bridge UPSTREAM 1 10479.90.075.07.075 UPSTREAM 1 10459.33.065.055.065 UPSTREAM 1 10409.48.06.045.06 UPSTREAM 1 10386.00.06.045.06 UPSTREAM 1 10330.14.06.045.06 UPSTREAM 1 10282.00.06.045.06 UPSTREAM 1 10218.78.06.045.06 UPSTREAM 1 10145.60.06.045.06 UPSTREAM 1 10071.32.06.045.06 UPSTREAM 1 9995.895.06.045.06 UPSTREAM 1 9985.175.06.045.06 Page 13
SUMMARY OF REACH LENGTHS PENNDRAIN.rep River: MAIN RIVER Reach River Sta. Left Channel Right UPSTREAM 1 11046.06 5 26.04 35 UPSTREAM 1 11020.02 60 61.63 75 UPSTREAM 1 10958.39 86 77.92 55 UPSTREAM 1 10880.47 30.03 57.59 59.99 UPSTREAM 1 10822.88 80 80.42 80 UPSTREAM 1 10742.46 68 55.38 34 UPSTREAM 1 10687.08 65 57.66 60 UPSTREAM 1 10629.42 65 60.02 65 UPSTREAM 1 10569.40 65 59.94 60 UPSTREAM 1 10509.46 30 29.56 30 UPSTREAM 1 10491.47 Bridge UPSTREAM 1 10479.90 25 20.57 25 UPSTREAM 1 10459.33 50 49.85 50 UPSTREAM 1 10409.48 25 23.48 25 UPSTREAM 1 10386.00 53 55.86 25 UPSTREAM 1 10330.14 50 48.14 50 UPSTREAM 1 10282.00 60 63.22 60 UPSTREAM 1 10218.78 70 73.18 70 UPSTREAM 1 10145.60 75 74.28 75 UPSTREAM 1 10071.32 70 75.425 70 UPSTREAM 1 9995.895 10 10.72 10 UPSTREAM 1 9985.175 0 0 0 SUMMARY OF CONTRACTION AND EXPANSION COEFFICIENTS River: MAIN RIVER Reach River Sta. Contr. Expan. UPSTREAM 1 11046.06.1.3 UPSTREAM 1 11020.02.1.3 UPSTREAM 1 10958.39.1.3 UPSTREAM 1 10880.47.1.3 UPSTREAM 1 10822.88.1.3 UPSTREAM 1 10742.46.1.3 UPSTREAM 1 10687.08.1.3 UPSTREAM 1 10629.42.1.3 UPSTREAM 1 10569.40.1.3 UPSTREAM 1 10509.46.3.5 UPSTREAM 1 10491.47 Bridge UPSTREAM 1 10479.90.3.5 UPSTREAM 1 10459.33.1.3 UPSTREAM 1 10409.48.1.3 UPSTREAM 1 10386.00.1.3 UPSTREAM 1 10330.14.1.3 UPSTREAM 1 10282.00.1.3 UPSTREAM 1 10218.78.1.3 UPSTREAM 1 10145.60.1.3 UPSTREAM 1 10071.32.1.3 UPSTREAM 1 9995.895.1.3 UPSTREAM 1 9985.175.1.3 Page 14