I just need help simplifying these equations (1 and 2). Qo,Kic, and CL are all their own variables (not 2 multiplied ie. Q*o, k*i*c and not C*L)
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- How do you calculate (a-vO2) using Fick equation? Using the right units of measurements? Peak stroke volume = 110.2 Peak HR=170BPM Peak Q=18.7l/min Vo2=54ml.kg.min Body weight =51kgRecall that power available at altitude is (rho/rho0)*power at sea level. Include transmission losses! [~, a, ~, RHO, ~] = atmosisa(alt(k1)*0.3048); rho=RHO*0.0685218/35.3147; rho_scale=rho/rho0; a=a/0.3048;Equation 6.16: εT = ln(li / l0)
- 1)A wave with a period T = 10 seconds is propagated shoreward over a uniformly sloping shelf from adepth d = 656 ft to a depth d = 9.8 ft. Find the wave celerities C and lengths L corresponding to depths d =656 ft and d = 9.8 ft 2) A wave in a depth d = 12 m, height H = 3 m, and a period T = 10 sec. The corresponding deepwaterwave height is H0 = 3.13 m.Find:(a) The maximum horizontal and vertical displacement of a water particle from its mean position when z= 0 and z = -d.(b) The maximum water particle displacement at an elevation z = -7.5 m when the wave is in infinitelydeep water.(c) For the deepwater conditions of (b) above, show that the particle displacements are small relative tothe wave height when z = -L0 /2 3)A concrete coated steel gas pipeline is to be laid between two offshore platforms in 100 m water depthwhere the maximum environmental conditions include waves of 20 m wave height and 14 s period. Thepipeline outside diameter is 46 cm, and the clay bottom slope is 1 on…On a circular conduit there are different diameters: diameter D1 = 2 m, changes into D2 = 3 m. The velocity in the entrance profile was measured: v1 = 3 m/s. Calculate the discharge and mean velocity at the outlet profile (see figure below). Determine also type of flow in both conduit profiles (whether the flow is laminar or turbulent) – temperature of water T = 12° C. (use Reynold’s number Re), For laminar flow: Re<2320, For turbulent flow Re>2320, Kinematic viscosity of water of 12°C, v is equal to 1,24 10^-6 m2/s.Discussion 1- Indicate the factors affecting the Reynotes number (Re). 2. The limits are gaved to the Reynolds number (Re) that if they less than 2000 it is the laminar flow and if they more than 4000 The flow is turbubent but there is a possibility to change those limits. 3-Discuss the importance of the infinite medium. Worksheet No. Risc of W.L. in Time for Risc in Collecting Tank (cm) W.L. (sec.) 1 s 45 2 s 26.5 3 s 21.5 4 % 12.75 s s 7 6 s s Diameter of pipe = 1.8 cm Length of pipe = 87 cm Area of Collecting Tank = 13 x 8.5 cm® @ Temperature of water = 30
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- A horizontal air duct reduces in cross-section area from 0.070 m^2 to 0.020 m^2. Assuming no losses, what pressure change (in Pascal) will occur when 6.67 N/s of air flows? (Use Sp.Wt. = 31.4 N/m^3 for the pressure and temperature of air involved.)On a circular conduit there are different diameters: diameter D1 = 3 m changes into D2 = 4 m. The velocity in the entrance profile was measured: v1 = 4 ms-1. Calculate the discharge and mean velocity at the outlet profile (see fig. 1). Determine also type of flow in both conduit profiles (whether the flow is laminar or turbulent) – temperature of water T = 12° C. Kinematic viscosity of water of 12°C is 1.24 x 10-6.A pump draws water from an 8 in. suction pipe and discharges through a 6 in. pipe in which the velocity is 12 fps. The pressure is –5 psi at point 1 in the suction. The 6 in. pipe discharges horizontally into the air. The power delivered to the pump is 30hp whose efficiency is 70. Determine: a. the water horsepower 21 18 15 b. the total dynamic head in feet 94.316 78.564 67.369 c. To what height h in feet above the suction gage can the water be raised? 81.716 65.498 54.303 please answer immediately thankyou