Due in 1 hr Please show complete figure and solution thanks!! Question: A rectangular scow 9.0m wide and 15m long has a draft in fresh water 2.45m. Its center of gravity is located 4.57m above its base. If a load 500kn is place on the right hand side of the scow such that the side will just be submerge. Determine a.) Height of the scow.

Due in 1 hr Please show complete figure and solution thanks!! Question: A rectangular scow 9.0m wide and 15m long has a draft in fresh water 2.45m. Its center of gravity is located 4.57m above its base. If a load 500kn is place on the right hand side of the scow such that the side will just be submerge. Determine a.) Height of the scow.

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter7: Seepage

Section: Chapter Questions

Problem 7.7CTP

See similar textbooks

Similar questions

A rectangular scow with a height of 7ft, width of 18ft and length of 32ft, being loaded with garbage has a draft of 5ft in water. Its center of gravity is 2ft above the waterline. Is the scow stable? What is the initial Metacentric height? Show your complete solution.
a) find the weight of concrete dam if it has a depth of eleven meters into the page. Where does the weight act (centroid)? b) if the water level is less than 4m, what are the horizontal and vertical load intensity diagrams and the equivalent point load (in cartesian form in terms of "h") for each? c) repeat b if the water level is greater than 4m.
A rectangular deck scow 35.0 m long, 5.60 m wide, and 3.50 m high has a draft of 1.30 m when light ad a draft of 2.95 m when loaded. The bottom length of the scow is 24.0 m. The waterline is 30.0 m long when the scow is loaded with rocks and 25.50m long when light. If sea water weighs 1026 kg/cum and the loaded dredged material weighs 3208 kg/cum, determine the following: a. volume of water displaced when unloaded of light b. displacement loaded c. weight of the water displaced by the load d. volume of the loaded rock
A rectangular deck scow 23.50 m long, 7.10 m wide and 3.23 m high has a draft of 1.22 mwhen light and a draft of 3.05 m when loaded. The bottom length of the scow is 13.15 m. Thewaterline is 21.26 m long when the scow is loaded with rocks and 18.69 m long when light. Ifsea water weighs 1026kg/cubic meters and the loaded dredged material weighs 3208kg/cubicmeters, determine the volume of the loaded rock."
A rectangular barge 6m long, 3m wide and 1m high floats in water at a draft of 0.6m, determine the metacentric height in this condition. The center of gravity of the barge is 0.5m above its bottom. a. 1.25m b. 1.05m c. 1.45m d. 1.55m
Assume gw= 10 kN/m3 or 62.5 pcf and Gs=2.7 unless stated otherwise for all the problems in this test.
5 - A rectangular deck scow 31.15 m long, 6.15 m wide and 3.67 m high has a draft of 1.22 m when light and a draft of 3.06 m when loaded. The bottom length of the scow is 23.18 m. The waterline is 29.26m long when the scow is loaded with rocks and 25.50 m long when light. If the sea water weighs 1028 kg/cum and the loaded dredged material weighs 3208 kg/cum, determine the volume of the loaded rock.
A concrete pipeline is installed to deliver 6m3/sec of water between two reservoirs 17km apart, if the elevation difference between the two reservoirs is 12m, determine the required pipe size, if friction factor, f of Darcy-Weisbash h equation is 0.0135.
A wide barge 3m wide by 8m long by 2m deep weighs 20 kN empty. It is proposed that it carry a 250-kN load. Predict the draft in (a) Fresh water (b) Salt water (SG = 1.03)
A rectangular trough is 10ft long and 3 ft wide. Find how fast the surface rises, if the water flows in at rate of 12 ft³/min.
The figure shows a weir, the base of which is 6m below the ground. The necessary flow net has also been drawn assuming Kx = Kv = K. K = 0.005 m⁄sec. Compute the following: rate of seepage through the foundation in liters/sec. uplift pressure at“f”. uplift force per unit length measured along the axis of the
Q.1 Above Figure represents floor of a hydraulic structures rested on fine gravel with seen dimensions ,The discharge value = 366 m° /sec while total water way =12m, silt factor f=l, Safe exit gradient for fine gravel = 1/5 Unified thickness of floor =2m .Check floor length, Find depth of sheet piles at u/s and d/s sides, check thickness of floor at A, B, C, D use Lane Theory