The head loss of a water of kinematic viscosity 1x10^-6 m^2/s in a 50mm diameter pipeline was 0.25m over a length

of 10 m at a discaherge of 2L/s. What is the corresponding discharge and hydraulic gradient when oil of kinematic viscosity 8.5x10^-6 m2/s flows through a 250mm diameter pipeline of the same relative roughness.

Water has total hardness of 155 mg/L as CaCO₃ and contains 0.004 M HCO₃^- at pH 7. What is the carbonate hardness and non-carbonate hardness in mg/L as CaCO₃? Would you use lime softening or lime-soda softening for this water and why?

“The Valuer is a reflector of markets and not the maker of market” Critically discuss the above statement.

Estimate the total cost for furnishing and installing floor joist and plywood sub-flooring given the following information:

a. Size of the building: 32 feet long and 18 feet wide

b. Spacing of floor joists: 2 feet on center

c. Double joist on ends plus joist header and footer

d. Size of floor joists: 18 feet long of 2x8 lumber

e. Productivity Rate: Lumber - 20 crew-hrs/MBFM and Plywood - 12 crew-hrs/MSF

f. Crew’s Wage Rate: $27.50/wk-hr

g. Material Costs: Lumber - $550/MBFM and Plywood - $1,100/MSF

TOTAL BOARD REQUIRED BFM -?

TOTAL PLYWOOD REQUIRED SF - ?

LUMBER MATERIAL COST $ LS -?

PLYWOOD MATERIAL COST $ LS -?

TOTAL MATERIAL COST $ LS -?

TOTAL LABOR COST $ LS - ?

TOTAL COST $ LS - ?

What are the potential upstream and downstream impacts of replacing the gravel parking lot with a tru-grid system? Please explain in detail

Calculate the total foot board measure and calculate the total cost for furnishing and installing the following pieces of dimensional lumber:

a. 270 – 2 x 4 – 8’0” 550 – 2 x 6 – 16’0” 1,820 – 2 x 4 – 12’0” 500 – 2 x12 – 16’0”

b. Productivity Rate: Lumber - 15 crew-hrs/MBFM

c. Crew’s Wage Rate: $26.75/wk-hr

d. Material Costs: Lumber - $550/MBFM

TOTAL BOARD REQUIRED BFM -?

TOTAL MATERIAL COST $ LS - ?

CREW HOURS REQUIRED HRS -?

TOTAL LABOR COST $ LS -?

TOTAL COST $ LS - ?

Two large tanks are connected by two pipes of different size in parallel. Water temperature is 20°C.

The surface water elevation in the upstream reservoir (Reservoir I) is 175m. The length of each pipe is 1250 m, and other properties are specified in the following:
Pipe A: diameter 0.5m, and frictional factor 0.025;

Pipe B: diameter 0.25m, the frictional factor is not given, but relative roughness is 0.006 under the flow condition observed.
Flow velocity in Pipe A is 2m/s.

1. a) (5 pts) Is the flow in pipe A laminar or turbulent? Support your answer with calculations

2. b) (10 pts) Find the water surface elevation of the downstream reservoir (Reservoir II) Z2 based on flow in pipe A.

3. c) (20 pts) Calculate the flow velocity in Pipe B.

4. d) (5 pts) Find the total flow rate from reservoir I to reservoir II.

A load trucks is using a hoe equipped with a special 3½ cy light weight bucket. Working efficiency is a 45 min-hr efficiency. The material is a sandy clay, 2,600 lb./lcy. The digging face will have an average height of 60% of max. digging depth and the angle of swing will always be less than 60º. The round-trip time of either truck, exclusive of load time, is 5 minutes Consider 2 truck sizes • 18 lcy and 26 lcy. • Operated the 18 LCY truck costs $55.62/hr • Operated the 26 LCY truck costs $73.18/hr • Operated the hoe costs $65.50/hr a. 10 pts.

a.Which haul fleet is cheaper?

b. 20 pts. You can increase your productivity with a better hoe operator, this new operation is reflecting an improvement of 5% of the loading cycle time. However, the Operated cost will increase from $65.50/hr to $68.05/hr. Does it make sense to improve the operation? (from a cost estimation point of view). What would you decide to do and why?

How calculation of moment of inertia will influence the bending stress value of a rectangular section?
Also find the bending stress for a rectangular section of size 3500 mm X 650 cm in which the bending
moment will be taken as 300x103 Nmm.

A wooden beam is fabricated from one 2 × 12 and two 2 × 12 dimension lumber boards to form the double-tee cross section shown. The beam flange is fastened to the stem with nails. Each nail can safely transmit a force of 160 lb in direct shear. The allowable shear stress of the wood is 84 psi. Assume b₁ = 12 in., b₂ = 2 in., d₁ = 2 in., d₂ = 12 in.
(a) If the nails are uniformly spaced at an interval of s = 2.4 in. along the span, what is the maximum internal shear force V that can be supported by the double-tee cross section?
(b) What nail spacing s would be necessary to develop the full strength of the double-tee shape in shear? (Full strength means that the maximum horizontal shear stress in the double-tee shape equals the allowable shear stress of the wood.)

Using the Sud and Arthur dimensions for evaluating requirements management tools, conduct an assessment of five different commercial or open-source tools using publicly available information.

How do internal wind pressures affect the lateral loads resisted by shear walls?