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- An electrostatic precipitator (ESP) is currently used to remove fly ash from a stream of 100 m³/s flue gas with 95% efficiency based on mixed flow (turbulent) model. Each collection plate is 3.5 m. tall and 8.0 m. long. The drift velocity of fly ash is 0.25 m/s. The flue gas velocity passing through the ESP unit is 2 m/s. The width of this ESP unit (normal to the gas flow) is 10 m. Determine the followings. a) Total plate surface area b) Total number of plates in the ESP unit c) Plate spacing (distance between the adjacent plates)Q3 - A WSP system is going to be designed for a new town that receives 10000+(Y×1000) m/d with influent BODs concentration of 100+Y mg/L and working temperature of 25°. Effluent BOD level must be maintained at 25 mg BOD/L. Assume E.Colli concentration is 5X107 per 100 ml, considering these assumptions answer the following questions: Y=4 (i) Select best pond system arrangement. (ii) Design the ponds and determine their volume, surface area and depth, as well as removal efficiency of each pond and effluent BODS concentration.A PFR is not meeting effluent requirements so baffles are going to be added to the tank toincrease contact time. The tank is 12 ft deep, 40 ft wide, and 120 ft long. The engineer isgoing to add long baffles to the tank. The baffles will be 90% of the tank length. If thecurrent HRT is 0.5 d, and the influent concentration is 9 mg/L with an effluent limit of 1.5mg/L, how many baffles need to be added? Assume k=1.98/day
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- Q2: Determine the resultant about the point O of the four forces and one couple which act on the plate shown in the Figure below. Note : for the resutant of 3osihys Forc es, You should computy the magnitude Kdirechion 30N 5 m- 3 ocos4s 25N 2 m 70 N-m 20N 40N o 30Modulus of subgrade reaction using 30 cm diameter plate is obtained as 250 N/mm³. The value of the same, using standard plate, isbulls 018 2.) IN A CONSTANT-HEAD PERMEABILITY TEST, A COIL SAMPLE IS COMPACTED INTO singlands phono un prastovers en aliogab sa A anchue or clean gom A FOUND only PVC PIPE AND PLACED INTO THE TANK AS SHOWN. AFTER SUFFICIENT TIME IS ALLOWED FOR SATURATION OF SOIL, THE TEST IS CONDUCTED UNDER adiisiapto ricar bold s16 avullay treats ow.l STANDARD TEMPERATURE-PRESSURE CONDITION FOR 4 HOURS. A TOTAL OF ver brudt stedio CA B wo 227 GRAMS. • OF WATER IS PECANTED INTO THE MEASURING EEV VESSEL DURING THE TEST mosade bns prilasw esam ghineries furt gabriete walk and WERE PVC PIPE, 20.3 cm DIAMETER wahruom led damnya no sabog vis cenul brw in nodus and balano alla 16VC asusia umota or bringen Jetro ar to run hearmgah ari col to power!) davall aus 457cm wula agenis o kon hemA TANK' eaghh en 0005 1 Centatsbiod ♡ MEASORING VELSEL DETERMINE ITS COEFFICIENT OF PERMEABILITY (CM/S) kat he P inegiala Or 381cm 000 C Unempat ni chin 91.4cm de on to find peyneriu
- Before it is permissible for the dozer to "track" over an exposed pipe in order to get to the other side of the trench. O a. compacting O b.testing Oc backfillinE O d.commissioningIl Consider the capability of a process that puts pressurized grease in an aerosol can. The design specification calls for an average of 50 pounds per square inch (psi) of pressure in each can with an upper tolerance limit of 56psi and a lower tolerance limit of 46psi. A sample is taken from production, and it is found that the cans average 51psi with a standard deviation of 2psi. Find the following unknowns. 1. Capability Index (Cpk) 2. Is the process capable at the 30 level? 3. What is the probability of producing a defect? Hind: use the standard normal table as seen below.Q4-A) Design a Grit chamber for the following condition: ( 2max=4000 m³/day Qavg= 1500 m³/day ,Qmin 0.3 Qavg.,The horizontal velocity is to be 250 mm/sec and naximum depth of flow is 0.5 m,Grit load = 0.05 m²/1000 m³ sewage Q4-B) Answer only one: خورد 1) Parameters effected on the optimal dose of chlorine? 2) Explain with sketch the processes and method of wastewater treatment.