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Draw the free body diagrams of the following simple objects:
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- : By Bligh's and Lane's theory For the hydraulic structures shown below calculate 1- Sketch the HGL from U/s to D/s 2- Fine the uplift pressure from at key point 3- Find the thickness of floor at point A&B 4m 15m 10m 10m 6m 8m 35 mCEK.g wateris flowing. Calculate parkpa) f H(m) D='50mm loo mm Datum. D=75 mmThe maximum clearance possible for the shaft and hole +0.05 +0.03 of size 40-0.02 mm and 40-0.04 mm is
- Exercise No. 1 The shaft of the gate shown in Fig. (1) will fail at a moment of 135 kN.m. Determine maximum value of liquid depth 'h'.. hop S.G= 1.05 gate width 1m1.10. A spillway flip bucket has a radius of 20 m (Fig. 1-22). If the flow velocity at section BB is 20 m/s and the flow depth is 5 m, compute the pressure intensity at point C. R=20m Fig. 1-22. Flip bucket1300 m^3 to t
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- This is a gentle reminder that you need to adhere to the time limit There are 80 minutes allotted for Section B, which starts running from the time you commence solving this question Within an urban development near the city of Bankstown, Sydney (Latitude:-33.917290 , Longitude: 151.035889) a roadway gutter transports water over a distance of 120m to pit A. The ARI adopted for the design is 50 years (or AFP = 1/T x 100 - 2%) Question B.1 Calculate the discharge from the catchment to pit A. Show the workings on the graph and tables you download from the BOM. Hint: For entry to pit A full area coefficient - part area coefficient. Consider the time of concentration from the remote pavement to the gutter (this includes the grassed verge and asphalt paving) - 2 minutes Provide IFD's or Rainfall intensity tables, which are used and show the working on all tables, and graphs used. Figure 2.docx Question B.2. Provide an estimate of the roof and gutter time for the residential lots Question…Find the surface area of the 90 duct elbow.HYDRAULICS Support your answer with the appropriate solution and diagram. 7.A caisson for closing the entrance to a dry dock is of trapezoidal from 16 m wide at the top and 12 m wide at the bottom and 8 m deep. Find the center of pressure on the caisson if the water on the outside is 1 m below the top level of the caisson and the dock is empty. A. 1.686 m B. 2.318 C. 2.0 m D. 4.56 m