Solve the problem 16-22 in the image given. Gilll 4G1lll s S13:37* Ye 4G2 42%VolLTE768885 - 16th...Copyright 2021 Cengage Leaming. AI Rights Reserved May not be copied scanned, or duplicated, in whole or in part without explicit permission. July 2020. WCN 03-300-324C 0 Conpam AR Rnal Me nep tdplt i pa D int at paty c he ed tte edad apEarial reviow ha danadita yppeda ly aanalingoperina. C Lanig mnen adla yitq rigta ricqaiChapter 16 Highway Drainage915Determine whether a 1.5 m x 1.5 m reinforced concrete box culvert with 45° flared wing-walls and beveled edge at top of inlet carrying a 50-year flow rate of 5.4 m³/s will operateunder inlet or outlet control for the following conditions. Assume k, = 0.5.16-19Design headwater elevation (EL) = 31.5 mElevation of stream bed at face of invert = 29.87 mTailwater depth = 1.43 mApproximate length of culvert = 60 mSlope of stream - 1.5%n- 0.012Repeat Problem 16-19 using a 1.95 m diameter circular pipe culvert with k, = 0.5.Determine the ground water infiltration rate for a new two-lane pavement with thefollowing characteristics:16-2016-21Lane width = 3.6 mShoulder width = 3 mLength of contributing transverse cracks (W) = 6 mRate of infiltration (K) = 0.015 m/day/m²Spacing of transverse cracks = 9 mDetermine the groundwater infiltration rate for a new four-lane pavement with thefollowing characteristics:16-22Lane width = 3.6 mShoulder width = 3 mLength of contributing transverse cracks (w) = 12 mRate of infiltration (K) = 0.015 m³/day/mSpacing of transverse cracks = 12 mIn addition to the infiltration determined in Problem 16-21, groundwater seepage due16-23to gravity also occurs. Determine the thickness of a suitable drainage layer required totransmit the net inflow to a suitable outlet.Thickness of subgrade below drainage pipe = 3.6 m (12 feet)Coefficient of permeability of native soil = 0.105 m/day (0.35 ft/day)Height of water table above impervious layer = 6.3 m (21 feet)Slope of drainage layer = 2%Permeability of drainage area = 600 m/day (2000 ft/day)Length of flow path = 18 m (60 ft)REFERENCESBrown, S. A., S. M. Stein, and J. C. Warner, Urban Drainage Design Manual. HydraulicEngineering Circular No. 22, 2nd ed., U.S. Department of Transportation, FederalHighway Administration Publication No. FHWA-NHI-01-021, Washington, D.C.,2001.Brown, S. A J.D. SchalL. J. L. Morris. C. L. Doherty. S. M. Stein, and I. C Warner.

Concept: The process by which the water present on the ground surface enters the soil is referred to…

Determine the groundwater infiltration rate for a new four-lane pavement with the following characteristics: 16-22 Lane width = 3.6 m Shoulder width = 3 m Length of contributing transverse cracks (W) = 12 m Rate of infiltration (K) = 0.015 m³lday/m? Spacing of transverse cracks = 12 m

Determine the groundwater infiltration rate for a new four-lane pavement with the following characteristics: 16-22 Lane width = 3.6 m Shoulder width = 3 m Length of contributing transverse cracks (W) = 12 m Rate of infiltration (K) = 0.015 m³lday/m? Spacing of transverse cracks = 12 m

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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