Reference no: EM13207801
An existing water treatment plant is producing an average flow of 0.5 MGD. Due to several limitations the plant only has to operate from 9:00 AM to 5:00 PM. As a consulting engineer you are hired to evaluate the operation and the unit processes within the plant and make recommendations for improvements. You are asked to consider the following units.
1. The existing flash mixer is about 20 years old and needs to be replaced. What is your recommended horsepower for a new mixer (calculate both winter and summer conditions). Is there adequate detention time in the flash mix basin?
2. The plant uses a two-stage flocculator with two equal compartments. The flocculator motors in the two compartments are 1 and 1/2 horsepower, respectively. Calculate the "G" values of the two stages and comment on their acceptability for the winter condition.
3. Calculate the detention time, horizontal velocity, overflow rate, and weir loading rate of the sedimentation basin. Assume a simple weir across each tank (i.e. weir length is the width of the tank). Comment on the value of each parameter calculated.
4. A filter unit is 15 ft by 30 ft. After filtering 2.5 million gallons in a 24 hour period, the filter is backwashed at a rate of 15 gpm/sq ft for 12 min. Compute the average filtration rate and the quantity and percentage of treated water used in backwashing. Explain the concepts of air scouring and filter to waste related to the filter backwash process.
5. A conventional surface-water plant with coagulation, flocculation, sedimentation, and filtration produces filtered water with turbidity less than 0.3 NTU, pH 7, and temperature of 10oC at design flow of 2.5 MGD. After filtration, the water is chlorinated in a baffled reservoir with t10 value of 56 min.
a) What is the significance of t10 and why is it used in disinfection?
b) What is the required disinfection of the filtered water using free chlorine?
c) If the plant were to use direct filtration without coagulation, flocculation and sedimentation, what would be the required disinfection of the filtered water?
|
Draw the shear diagram for the shaft
: Draw the shear diagram for the shaft. The bearings at and exert only vertical reactions on the shaft
|
|
What is the factor of safety against sliding
: a concrete dam retaining water has a specific weight of concrete of 23.5kn/m3, what is the factor of safety against sliding & overturning and pressure intensity on the base if coefficient of friction is 0.45.
|
|
Find the equation of demand curve for clothing
: suzie purchases two goods- food and clothing. she has a utility function u9x,y0 x*y where x denotes the amount of food consumed and y the amount of cloting. the marginal utilites for this utility function are MUx=y and MUy=x she has income of M do..
|
|
Explain why naocl to increase the effectiveness
: Explain (using chemical equations) why NaOCl (bleach) is not terribly effective at killing bacteria in pools or tubs where the water has become acidic over time.
|
|
Calculate the detention time
: As a consulting engineer you are hired to evaluate the operation and the unit processes within the plant and make recommendations for improvements. You are asked to consider the following units.
|
|
Find the level of production at which process layout starts
: Choose either $1,350,000 or $1,750,000 to be the more appropriate fixed cost for a product layout, and consider the other value as the fixed cost for a process layout. Similarly, choose either $240 or $310 to be the variable costs for the layouts.
|
|
What is the annual power cost of the ro system
: Is the system within membrane manufacturer's warranty requirement of maximum flux rate of 14 gfd? What is the annual power cost of the RO system?
|
|
Theoretical perspective tends to use each level of analysis
: Sociologists use two levels of analysis. List them and discuss each focus. Which theoretical perspective tends to use each level of analysis?
|
|
Determine the required pumping rate
: Four pumps are to be used in 0.5-m diameter wells at the four corners of the site. Determine the required pumping rate. The aquifer has T = 1600 m^2/day and the wells each have a radius of influence of 600 m.
|