A rectangular channel 2 m wide has a bottom slope of 0.01 and a roughness
coefficient of 0.017. A sluice gate 2 m wide is located in the channel. The sluice
gate has a contraction coefficient of 0.61 and a discharge coefficient of 0.58. The
depth of water just upstream from the gate is 2 m. The depth of water just
downstream from the gate is 0.5 m. Determine how far upstream from the gate
the depth of water will be within 1% of the normal depth.

List and explain at least three assumptionsthat are generally considered when using
vertical photographs to derive geometric information of the object space.

After the description has been written, the litmus test to a good description is that closes.

True

False

A plat is required if at least one tract of the subdivision is five acres or less.

True

False

Using the rational method, determine the amount of runoff that would occur for a paved parking lot that is 100m * 50m and is uniformly sloped from one long edge to the other long edge at a rate of 2%. The time of concentration for this parking is 4 minutes. The five-year storm with duration of 4 minutes has an intensity of 10 mm/hr. The runoff coefficient for this parking lot is 0.80.آ [Q=0.166 CIA]
The runoff from part (a) is to be contained in a trapezoidal drainage ditch with the following properties: side slope = 2m horizontal run for every 1 m rise, width of invert = 2m, longitudinal slope = 0.005 m/m, and Manning's number = 0.08. If the maximum permittedآ depth of water is 100 mm, using Manning's equation for open channel flow, determine if the ditch will be able to accommodate the flow in part (a).

You are to carry out a research using the internet and identify at least five different innovative ideas for intersection or road design to improve Road Safety and/or traffic flow. For each idea, provide a description of the idea, a photo or illustration of the design, where has it been used, advantages and disadvantages of the idea, and the source of the information (internet webpage/link will be sufficient).

In practicing their profession, engineers may cause safety and hazards to another party or environment as a result of their unprofessional practices. Explain and assess the legal implications of these professional negligence in the engineering practices.

Describe any laws, regulations or policies that relate to the efforts of ensuring and governing low cabon, plastic free and green environment in Malaysia. Decide whether the existing laws in Malaysia are sufficient to regulate various issues pertaining to low carbon, plastic free and green environment. If yes, please explain why you think so and if not, please suggest any practicable enhancements to the existing laws or national policies in order to better improve the enforcement.

Q.In case of f(F,p,D,V,Mu,g), express F as a function of other physical quantities through Buckingam-pi method.

Sandstone pore of 20 mm in diameter and 100 mm long with porosity of 15% is prepared for
core flood experiment. The sandstone pore is fully (100%) saturated with water by injecting
water with viscosity of 1cp at volumetric flow rate of 20 cubic mm/sec. A pressure drop of 1
atm was recorded across the pore during the injection process.
i. What is the absolute permeability of the sandstone pore sample in mD?
ii. What is the pore volume of sandstone sample?
iii. The sandstone pore sample is flooded by oil with viscosity of 2 cp until
water saturation reaching to 25%. Calculate the oil volume inside the pore
at the end of flood

Why did plantation labor transition from Amerindian and indentured labor to enslaved African labor? How did each labor system work? What products magnified labor systems?

Combine the following aggregates in the right proportions to produce a blend with the given target gradation.

A capped pile group consisting a rectangular grid of 7 by 3 spanning a total length of, 7.1 m in length. Piles are of size 400 mm diameter and spaced at 1.8 m interval. The soil profile at the site consists of 2.5 m of sand followed by clay soil below. Drive Method construction method would be used. Field and laboratory data on the soil profile indicates top layer shear strength of N = 25. Average and strength for bottom layer are Cu = 265 kPa and Cu = 290 kPa. Adhesion factor between soil and pile is 0.9. Would you recommend using the piles as a group or singles?

Part A: Show your working for the following

Pile Group Design

1. Tip of base Area A_b (m²)=
2. Base Perimeter P (m) =
3. Ultimate bearing capacity q_f =
4. Tipt resistance (kN) =
5. Layer 1 Shaft Resistance (kN) =
6. Layer 2 Shaft Resistance (kN) =
7. Ultimate Load Q_f (kN) =

Part B: Show your working for the following

Single Pile Design

8. Ultimate bearing capacity qf (kPa) =
9. Tipt resistance (kN) =
10. Layer 1 Shaft resistance (kN) =
11. Layer 2 Shaft resistance (kN) =
12. Ultimate Load Qf (kN) =
13. Pile group efficiency (%) =
14. Spacing criteria satisfied? (Yes/No)
15. Use Piles as (Single/Group) =