1.060 Engineering Mechanics II Spring 2006Recitation 6 - ProblemsMarch 23rd and 24thProblem 1Figure 1: Reservoir discharging through a pipe in Problem 1.A constant level reservoir (h1= 10 m) of large surface area discharges water into the at-mosphere through a pipe (L = 1.5 m, D = 10 cm, ² = 0.1 mm) which has its centerlineat z = hp= 8.5 m (see Figure 1). The sharp edged inflow corresponds to a contractioncoefficient Cv= 0.61.a) Determine the pipe discharge, Q, and the velocity after the flow expands from venacontracta to the full pipe, Vp.b) Determine the velocity and pressure at vena contracta, Vvand pv.c) Compare Vvwith the velocity at vena contracta of a free outflow (i.e., a flow out of thereservoir through an orifice of diameter D = 10 cm, with no pipe). Why do these twovelocities differ?d) Carefully draw the energy grade line (EGL) and hydraulic grade line (HGL) for the flowalong the pipe, from the sharp edged entrance to the pipe (x = 0) to the end (x = L).Recitation 6-1Problem 2Figure 2: Your Spanish house in Problem 2.Inspired by your TA, you decide to move to Spain and live in a town next to the Mediter-ranean Sea. After buying a cozy house from a local bullfighter (admire it in Figure 2), youfind out that there is no sewage system. You complain to the mayor of the town, who tellsyou to design the sewage pipe yourself.The pipe will be made of concrete (² = 2 mm) and will have a length of l = 2000 m and a slopeS0= 10−3. It will discharge into the Mediterranean Sea (no tide, density ρsw= 1030 kg/m3),whose free surface (zr= 0) is located 1.2 m above the centerline axis of the sewer pipe. Theelevation of the basement floor in the house is zb= 2.0 m above the seawater level. Thesewage can be assumed to have the characteristics of water (ρ = 1000 kg/m3, ν = 10−6m2/s).The available pipe diameters are 40 cm, 45 cm, 50 cm, 55 cm, 60 cm, 65 cm, 70 cm, 75 cm,and 80 cm.For a discharge in the sewer of Q = 0.20 m3/s, determine the optimal pipe diameter to avoidflooding in the basement of your house.Recitation 6-2Problem 3For each of the three pipes in the system sketched in Figure 3 determine the flow rate andthe direction of flow. The connections between the pipes and the large tanks are all verywell-rounded. Neglect the minor headloss at the junction E.The lengths and diameters of the pipes are: L1= L2= 5 km, L3= 3 km, D1= 800 mm,D2= 400 mm, D3= 500 mm. The roughness of all pipes is 1 mm.Figure 3: System of pipes in Problem 3. Figure 4: Square conduit in Problem 4.Problem 4Figure 4 shows a piece of very long square conduit, of side length h = 0.30 m, carryingwater (through the whole cross-section) at a flow rate Q = 0.045 m3/s. The centerline ofthe conduit, the x-axis, is inclined at an angle of β = 30◦to horizontal in the direction ofthe flow. Gravity acts in the x-y plane.a) Determine the average velocity in the conduit.b) Determine the hydraulic radius of the conduit.c) Is the flow in the conduit laminar or turbulent? (Justify your answer).d) We want to determine the roughness of this conduit. To this end, we place two piezometersseparated by a distance of 10 m along the conduit. For the given flowrate, the differenceof water elevation between the two piezometers is 8.5 mm. With this information, estimatethe roughness ² of the conduit.e) For the conditions described in d, what is the average shear stress in the conduit walls?Recitation 6-3Recitation