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Q: 6.45 4.5 1 + 020 +2.3 +1.5 +1.0 6.0 6.9 1 + 040 +2.0 +1.2 +2.6
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- the river flow passes through a 2.08 wide rectangular sharp crested weir. If the water level several meter upstream is 1.4 m what is the discharge (m^3/s) over the weir given that the flow reaches 0.1m above the crest? assume cw=0.637 and do not consider the velocity approachFor a rectangular channel that is 4 feet wide, the depth of flow is 3 feet and the flow rate is 27 cfs. What expression for depth of flow for a section downstream that is 2 feet wide, is best represented by the choices below? Oy³ + 3.165y² + 6.214-0 y³ -3.079y² +2.83=0 y³ - 3.003y² +4.169 1.2y3 -0.529y² + +3.56y-8.26=0%000 docs.google.com/forms answer directly on form. Part-l: Give the answer for the "Two" of the following problems Answer "Two" from the following problems Pl: A trapczoidal channel its side slope and bed slope are 1.2 and 0.002 respectively. For the ratio of depth to bed width equal 0.7, find the normal depth and the bed width to carry a discharge 10 m/s. Use n-0.015 P2: A rectangular channel of 4m in width has Manning's n-0.025. For discharge 6m'is in this channel, identify and draw the possible GVF profiles for the following break in grades of this channel (change in bed slopes): (a) Sol-0.0004 to So2-0.015 (b) Sol-0.005 to So2-0.0004. P3: A 0.3m diameter smooth galvanized iron pipe convey Q 0.2m'/s, for r=10"m/s, C=110. Find the head losses duc to friction for 3000m distance of this pipe by using both Darcy-Weisbach and Hazen- William formulas. Pdf. al. K ...
- T t + 1. Flow 3LH 3/2 2. Length = 70 ft 3. Crest height = 60 ft Hydrology HW1// Route the flood hydrograph indicated below through a reservoir. The storage (elevation versus volume) data obtained from the reservoir survey are given. The spillway has the following characteristics: • Flood Routing • Reservoir Routing • HW1// (1 = புர் ||| Prepared by Dr Nabil Al Amery Inflow Time (hr) Flow (cfs) 0 0.4 0.8 1.2 1.6 2 2.4 2.8 3.2 3.6 0 600 2100 2500 1600 950 550 300 80 0 فلاتر O 4th year civil engineering class Storage Date Elevation Storage (ft) (acre ft) 60 61 62 63 64 65 300 330 360 395 430 470 × إضافة شرح... > mumA rectangular open channel carries a discharge of 15 m³/s when the depth of flow is 1.5 m and the bed slope is 1: 1220. What will be the discharge through the channel at the same depth if the slope would have been 1: 1000?When you design open channel, which equation you need to use to calculate volume flow rate? Write the equation and explain the meaning of each parameter?
- OTO > ➡ Discharge • Q2/The flood hydrograph upstream of a proposed bridge Time (hr) (ms) location is as follows: 0 1 The values of K and x for this specific channel section are 3 hours and 0.3 respectively. Find the hydrograph at the bridge location and the flood attenuation. Ans// Flood attenuation = 12.56 cms (1 ||| = فلاتر O 2 3 > S 6 7 8 9 إضافة شرح... × 8 14 26 43 35 25 18 15 12 8 mumRead the question carefully and give me right solution with clear calculations. At a certain location, the depth of flow in a wide rectangular channel (b y ) is 0.75 m. The channel flow rate is 1.6 m3/sec per unit width (Q/b), the bottom slope is 0.004, and Manning’s coefficient is 0.015. Determine the depth of flow 12 m downstream.What is the necessary height (P) of an overflow spillway that has a design discharge of 50,000 ft^3/s, if the upstream water depth is at an elevation of 800 ft, and the channel floor is at an elevation of 680 ft?The spillway is 180 ft wide. Use a discharge coefficient of 3.95 and √(ft)/s neglect the approach velocity. What is the necessary height (P) of the same spillway in Problem 1 if the approach velocity is now considered? Hint: use Hs from Problem 1 to solve for H.
- A trapezoidal channel has a bottom width of 6 m and side slopes of 2 horizontal to 1 vertical. The depth of flow is 1.2 m and the discharge is 20.40 cu.m./s. If n=0.015, what is the slope of the channel? Select one: O a. 0.00165 O b. 0.00152 O c. 0.00108 O d. 0.00182Q1/ It is needed carry water flow (20 m³/sec) in open channel to reach the water to the farthest agricultural area. You as a specialist in the water resources field, which is type of the following open channel can be suitable for carrying water to the farthest agricultural area? 1. Rectangular channel with area (A = 4 m²) and depth (y = 2 m). 2. Trapezoidal channel with area (A = 3 m²) and depth (y = 1.8 m).Find the downstream water depth y2 and velocity V2 for a rectangular channel with constant width (5 m), upsteam water depth of 2.4 m, a positive step height of 0.25 m and a channel discharge, Q, of 30 m3 /s.