1.   If I want a woven fabric to be manufactured within the minimum or maximum thicknesses respectively, how should you arrange the diameters of warp and weft yarns?

How should you arrange the warp wave and weft wave?

What is the corresponding weave phase for the thicknesses?

Please give me answer in details and every Description

list three ways in which older washing machines used different materials in their construction that their more modern counterparts

What historical events led to the discovery of water-borne pathogens?

(b) What municipal drinking water disinfection method led to significant reductions in water-borne pathogenic diseases in cities?

(c) What is the main disadvantage of the disinfection method listed in part (b)?

(a) What type of reactor is ideal for treatment with an AOP? (b) Why?

(c) Practically, how would you design the reactor to achieve your desired goals in parts (a) and (b)?

Reynolds Experiments

Aim- The aim of the experiment is to investigate different flow regimes in pipe and find critical Reynold number

A CSTR activated sludge system is being designed for the Fulton Fish Processing Plant. The flow is relatively small (0.25 mgd), but the wastewater is strong due to all of the fish waste (BOD5 = 4500 mg/L). Primary settling removes 20% of the BOD5. In order to discharge to the town sewer the BOD5 must be reduced to a concentration that is 95% of the influent. What is the Dimensions of the basin assuming a 3:1 L:W ratio. Also, what is the sludge production rate?

Design Parameters

θc = 10 days

X = 2100 mg VSS/L

MLVSS is 75% of MLSS

Aeration Basin = 20 ft deep

Yobs = 0.3 mg MLSS/mg BOD5

Recycle Ratio = 50%

Select a lightest American Standard Channel that will safely support a tensile dead load of R/2.5 kN and a tensile live load of R/2.0 kN. The member is 5m long and is i to have one hole for an 18 mm bolt through each flange. Use U=0.85, A36 the AISC Specification.

take R=1266

A rigid strip footing with a width of B is constructed above the ground on a clay deposit, overlying bedrock. The depth of clay layer is H and the water level is at the natural ground surface. Before construction of the footing, laboratory tests on a saturated clay sample, taken at a depth of H/2 below the ground surface, provided the following properties:

Compression Index = Cc , Recompression Index = Cr , Consolidation Coefficient = cv

Over Consolidation Ratio = OCR, Water Content = w% and Specific Gravity = Gs

Assume the vertical uniform surcharge stress on the footing including the weight of footing and column = q

(a) Calculate the initial saturated unit weight of clay deposit.

(b) Based on the elastic theory (Boussinesq’s equation), calculate the excess pore water pressures at the depth of H/2 immediately after applying the surcharge load. Assume the vertical stress (q) is applied instantaneously.

(c) Using theory of 1-D consolidation, calculate the total average settlement of this rigid footing due to consolidation of the clay layer, long time after applying the total load.

(d) Determine the average settlement of this rigid footing after n days of applying the total load due to consolidation of clay deposit. Assume the bedrock is permeable (i.e. Drainage path = H/2)

(e) Plot the graph of settlement versus time (in log scale) for this footing.

The sediment settling velocity, ωs (ms-1) in stagnant water is dependent on the sediment diameter, d (m), sediment density, ρs (kgm-3), water density, ρ (kgm-3),dynamic viscosity of water, μ (kgm-1 s-1), and gravitational acceleration, g (ms-2).By applying the dimensional analysis, develop the equation in terms of phi, π to
explain the ωs.