12 m 2.2 m 6m Q1: The trapezoidal trocar is shown in the figure below, if the flow discharge is (120 m/s), what is the expected increase in the value of the trocar drain if the depth of flow in the trocar increases by 45% of the current depth. Q2: If this field has 600 tubular trocars with Diameter (100 cm), find the depth of the water inside these drains in the second case (at the height of the flow depth) (S = 0.0108, 0.05%= n).

12 m 2.2 m 6m Q1: The trapezoidal trocar is shown in the figure below, if the flow discharge is (120 m/s), what is the expected increase in the value of the trocar drain if the depth of flow in the trocar increases by 45% of the current depth. Q2: If this field has 600 tubular trocars with Diameter (100 cm), find the depth of the water inside these drains in the second case (at the height of the flow depth) (S = 0.0108, 0.05%= n).

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Two tanks A and B have 80 m diffenence in water levels, and are connected by a pipe 0.3 m diameter and 8 km long with 0.002 friction coefficient. The pipe is tapped at its mid point to leak out 35 1/s flow rate. Determine the leaving tank А? discharge Find the discharge entering tank B? Coefficient (Tank Exit) = 0.5 %3D Coefficient (Tank Entry) = 1 %3D ha %3D A he 80 m Q1
Q21: indicate if the flow fields are irrotational then determine the velocity potential and the corresponding stream function for each given flow field. u = x(1 + y) ,v = x - - y, u = 1+ xy v= (x² – y²). (b) (a) u = x +y v = 1+x- y, (d) u = 1- 2x v =1+ 2y, (c) (e) u = x - y v = 1-x- y.
What effect does the discharge through the flow channel have on the height of the jump in the channel? (HYDRAULI JUMP). Need ASAP. Thank you
Problem 7 - 64 Determine the flow in each pipe in the figure shown and the elevation of reservoir Cif the inflow to reservoir A is 515 Lit/sec. L El. ? C El. 90 m El. 90 m D 300m - 450 mm t= 0.03 El. 80 m 600m - 600 mm t-0.025 300m - 450 mm f0.03 900m- 450 mm 600m - 450 mm Fx 0.03
Question 2. The stream function for a given two-dimensional flow field is = 5x²y - (5/3)y³ a) Is this flow physically possible? b) Is this flow irrotational. If it is irrotational then find the corresponding velocity potential.
Q5:In a rectangular channel, the flow has a free overflow. The velocity measurement at the end section where the flow was curvilinear is indicated in figure. Estimate the discharge per unit width of the channel. adt ststuplo woft launsido-nego ne 1975-200 15°b szeng pisatzoabyd 10 cm 10 cm 10 cm 10 cm S vela 12° .8° 4° 0.85 m/s 0.90 m/s 1.00 m/s 1.20 m/s vel
A pipeline having a diameter of 250 mm has a rate of flow of 0.30 m³/sec. from point 1 to 2, with 2 lower than 1. A gate valve is connected at a point 3 near point 2. The elevation of point 2 is 100 m. O Compute the elevation of 1 when the gate valve at 3 is closed and the difference in pressure P2 - P1 = 78 КРа. ® Compute the head loss from 1 to 2 when the gate valve at 3 is open and the difference in pressure Ри- Р2%3D 160 kРа. 3 Compute the length of pipe from 1 to 2 if f = 0.020.
For type S2, one of the water surface profiles in a variable flow environmenta) Show the schematic position of the profile.b) Determine the sign of the profile.c) Determine the flow of the current depth according to the limit values and show it by drawing a figure.
C. 1.883 MPa d. 1.098 MPa Situation XIV: Two parallel pipes with common friction factor and length are laid. If the diameter of the first pipe is twice the diameter of the second pipe. 40. What must be the ratio of their flow? a. 0.03 b. 5.66 C. 3.55 d. 3.40 Situation Xv: The pipe delivers 0.008 m³/s of water having kinematic viscosity of 6.5 x 10 m2/s. To assure laminar flow, 41. Determine the size of pipe. a. 784 mm O b. 583 mm O C. 684 mm O d. 723 mm 0 10:29 PM May. 09, 2021
Determine the discharge at pipeline 2 in lit/sec assuming f=0.02 for all pipes. 700 m 450mm diam. 0.86m3/s Pipe 2 800 m 400mm diam. Pipe 3 700 m 500mm diam. O 200 100 250
A circular orifice of 50 mmdiameter is fixed to the end of a water pipe of 75mm diameter. The gauge pressure in the pipe is70 kPa. The flow out of theorifice was measured as0.017 m^3/second. Theactual jet velocity wasmeasured by pitot tubewith a value of 12 m/s.a. Determine Cv, Cc and Cd.b. Calculate the head loss.
QI/ Water flows from the reservoir on the left to the reservoir on the right at a rate of 0.45 ms. The formula for - Ekevation? the head losses in the pipes is h - 0.02 L: D 2g What elevation in the left reservoir is required to produce this flow? Also carefully sketch the HGL and the EGL for the system. Note: Assume the head-loss formula can be used for the smaller pipe as wel as for the Elevation 34 m 80 m 90 m D, =0.344 m A, -0.1 m D,= 0.486 m A- 02 m larger pipe. Q2/ A horizontal pipe carries cooling water at 10°C for a thermal power plant. what is the pressure in the pipe at L= 2000 m? The head loss in the pipe is 0.02(L/D)V + Eerhm- 0n -D02m 28 Detn where Lis the length of the pipe from the reservoir to the point in question, V is the mean velocity in the pipe, and Elvation =m L-2000m (2. Dis the diameter of the pipe. The pipe diameter is 20 cm and the rate of flow is 0.06 mls, Q3/ For the parallel-pipe system of L-250 D-3 in Fig. each pipe is cast iron, and the pressure drop p -…