We need at least 10 more requests to produce the answer.
0 / 10 have requested this problem solution
The more requests, the faster the answer.
5. A gravity dam has the cross section shown. What is the magnitude of the resultant...
4304 Given: A dam has the Find: The magnitude of shown. T e cross section shown. The density of water, p. resultant the resultant water force (per meter of width) acting on the dam. 30 m 20 m
4304 Given: A dam has the Find: The magnitude of shown. T e cross section shown. The density of water, p. resultant the resultant water force (per meter of width) acting on the dam. 30 m 20 m
1. A gravity dam is shown in Figure 1. Assume the coefficient of friction between the dam base and the foundation is 0.75, the specific gravity of concrete is 2.5, and uplift forces exist on the base of the dam. Neglect earthquake and silt (sedimentation) forces and take the unit weight of water as 9.81 kN/m². The freeboard is 3.0 m. Calculate the safety factor against the sliding and overturning. Check whether the dam is safe against sliding and overturning...
Question Design the cross section of a gravity dam as shown in the figure below. Assume the specific unit weight of the concrete is 24 kN/m² and the friction factor between the dam and the underlying layer is 0.65. Consider only water loads and weight of the dam. Find the normal stress and check against sliding and overturning, assuming full uplift. (8 mark) 10 m 8 44 m 1:10 3:10
The cross section of a concrete dam is shown in the figure
below. For a 0.3 m wide dam section, determine the result of the
pressure forces exerted by the water on the BC face of the dam. Use
ρ = 10³ kg / m³ for the specific water mass.
= 6,3 m r = 6.3 m Dado: X 4R/3
When calculating the complete vector on the central section of
the dam wall, do you include the 8m for the radial gates? Also, how
do you calculate the length of the sides for the pressure prism of
the uplift? The face is 142 + 8, is the other side 142/sin57?
Question 2 A large concrete gravity dam, storing water, has a central drum gate and four (4) radial gates installed on its central spillway section to control releases from the...
A 3-m diameter roller gate retains water on both sides of a dam crest as shown below. Axes (x,y) are given in the diagram to indicate the convention for positive values. The origin of your coordinate system (O) is at the base of the roller gate where it contacts the dam. Indicate direction of Forces either with an arrow, writing the direction (ie. Right/left or up/down) or +/- sign indicating what way is positive based on the axes definition given....
a) The horizontal force(s) (direction and magnitude) acting on
the gate per unit width and draw the pressure distribution
diagram(s) [6 marks] b) The vertical force(s) acting on the gate
per unit width (Include direction and magnitude). [6 marks] c) If
the gate is 5 m long (into the page), calculate the magnitude,
direction and angle of the resultant hydrostatic force acting on
the gate. [7 marks] d) The net horizontal force acting on the dam
per unit width. Include...
Water Level 275. A 1 meter wide cross section of a dam is shown Assume point B acts like a pin joint. Assume the dam rotates about point B and the soil reaction makes the triangular loading pattern shown Find X and X reactions at B and the value of the distributed load at C in N/m 2.40m Water Load 2400 N/m/-- Spil Load Weight of Dam wall 17000 Newtons Weight of Dam floor 9500 Newtons Apply the weights at...
Example 2-5: A gate having the cross-section shown in the figure closes an opening 1.5 m wide and 1.2 m high in a water reservoir. The gate weighs 2.200 N and its center of gravity is 0.3 m to the left of AC and 0.6 m above BC. Determine the horizontal reaction that is developed on the gate at C, FC Water 2.4 m Hinge A 1.2 m Gate B 0.9 m Example 2-6: Assume that the concrete dam shown...
the cross-section through a concrete dam is shown in the figure Iielow. Determine t ceéfficient of hydrailic conductivity of the foundai shown in the figure. The unit weight of water is 9.81 kN/m the puantity of seepage under the le downstream witer level is selected as datun a 1.00m0.80 m Datunm 500 m 5 (s in 20 m 10