

QUESTION TWO (15 marks) A. A small chemical-industry tank fitted with a manometer as shown contains...
4 A U-Tube manometer is connected to a closed tank, shown below, containing oil a density of 800 kg/m², the pressure of the air above the oil being 6000 Pa, if the pressure at point A is 20 kPa and the manometer fluid has a relative density of 5, Assume x=0.6m. determine the following i. The depth of oil, Z ii. The differential reading, Z2 on the manometer. (5marks) Z2 Z A OIL 5 Explain about the steady and unsteady...
QS: (20 marks) Salt water flows from the tank A through a hole of diameter 25 mm as shown in Figure Q5. Initially (time t-0) tank A contains salt water with a specific gravity of 1.15 and the tank B contains pure water. Each tank has a diameter of 2 m and an initial depth of 3 m Determine the specific gravity of the salt water in the lower tank as a function of time, from 0 to when tank...
Question Al A pipeline carrying heavy oil with a specific gravity of SGo-0.8 and a tank containing slightly compressed air are connected through a manometer filled with mercury, SGM 13.6 and a reservoir as shown in Fig. 1. The ratio of reservoir diameter D to pipe diameter d is D/d-2 Air ho Dill Mercury Figure 1: Manometer connecting pipeline and air tank. Drawing not to scale. The oil-mercury interface is at height ho-50cm below the centre of the pipeline, the...
Answer any THREE (3) questions, 20 marks each A.1 (a) The tank contains four successive layers of namely oil (S.G.=0.893), water, Fluid X and mercury (S.G. = 13.6) of different thickness as shown in Fig. A.l(a). Given that the gauge pressure at the tank bottom is 139 kPa, (i) What is the Specific Gravity (S.G.) of the Fluid X? (5 marks) (ii) What is level of Fluid X (h) in the open tube tapped at 1.5 m below the bottom...
Question D.1 A2 Not sure Water flows between two tanks connected by a 100 m long pipe as shown in figure D1-1 below The tanks have a free surface height difference of 15 m and are both open to atmosphere. The first 30 m of pipe from the upper tank (section 1) has an internal diameter of 50 mm and a friction factor of 0.006, whilist the remaining 70m of pipe (section 2) has an internal diameter mm and a...
CENTRE INDEX NUMBER SECTION B 30 marks] Calculate the discharge through a pipe of diameter 200 mm when the difference of pressure head between the ends of the pipe 500 m apart is 4 m of water. Take the value off= 0.009 in the formula hl= a) 19.5e/s b)2.0es e)03 m's d) 29.3 e/s 2. A scale 1:50 scale model of ship is towed through sea water at a speed of 1 ms. A force of 2 N is required...
Question 2 [Marks: 15 +10=25] 200kPa of construction stress was applied on top of the soil layers as shown in the figure below. (1) Calculate the settlement in the clay layer due to the construction (minimum of 2 sub layers is to be used). (W) If the soil went through 90% average degree of consolidation in 1 year, calculate the coefficient of consolidation (C.). 个 Sand Y = 20kN/m 4m Water table Clay (over consolidated) y = 16kN/m 100 4m...