Fill the table below with a proper letter. Choose one air pollution control device for eachpollutant stream. (Spline onch)(Hint: Use S for scrubber, B for baghouses, C for cyclone, E for electrostatic precipitator, and I forincineration)No Pollutant(s)1 Ambient temperature air stream containing coarse particulatesAmbient gaseous stream containing 78% N2, 20.9% O2, 0.04% CO2,and fine particulates2345Hot air stream containing fine particulatesHot gaseous stream containing 59% N2, 10% O2, 1% CO2, 25% SO2,and 5% HCI (hydrochloric acid)Ambient temperature air stream containing VOCsAir Pollution ControlDevice

Ambient temperature air stream containing coarse particulates: For capturing coarse particulates in…

Answered: Fill the table below with a proper…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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compute the required size of a new, clean Schedule 40 steel pipe that will carry 0.8 ft3 /s of water at 50°F downhill and limit the total energy loss to 38.8 ft over a length of 100 ft. Based on your calculation, specify the nominal pipe size and Inner Diameter of your chosen Schedule 40 Pipe. Note- Wrong ansers will be disliked immediately
Problem 8 Given L0,mix=12 mg/L, DO mix=DOsat=11.33 mg/L, kd=0.3 d-1, and kr =0.4 d-1, find the following: (a) Initial oxygen deficit (Do) (b) Critical time on the oxygen sag curve (tc) (c) Critical deficit (Dc)
For each of the following indicate if the designated technology is appropriate for the indicated water-quality problem. Explain why or why not (answer in no more than a few sentences). a. A 60-micron household filter for cryptosporidium. b. Ion exchange for waste contaminated by radioactive cesium and strontium.
A conventional trickling filter is to reduce BOD of wastewater from 250 mg/1 to 100 mg/1. The allowable loading is 20 MLD. The volume required of this filter is off to nearest integer) m³. (round
Title A square filter box is to be designed for filtration rate of 2.8 L/m?s. What are the required surface area and side dimension of the unit of the flow rate is 6ML/d? If the filter is backwashed once a day for 12 minutes at a rate of 10L/m?s, what percentage of the total flow rate is used for cleaning the filter?
Question 2 In the below structure, the truss members stiffness matrix has been used for truss members and the beam stiffness matrix has been used for the rest. a) How many unknown displacements are in the displacement vector? b) How many displacements are in the displacement vector altogether? * J A
It is attached to a drain that directs the wastewater into the sewer. bidets Toilet Urinal Sinks Faucets Sprinkler Systems Water Heater
Determine the dimensions of a high rate trickling filter for the following data: (ii) Recirculation ratio = 1.5 (iv) BOD removed in primary tank = 25%. (i) Sewage flow = 3.0 MLD (iii) BOD of raw sewage = 250 mg/L (v) Final effluent BOD desired = 30 mg/L By what % the diameter of the filter will have to be modified if it is to be designed as a standard rate trickling filter for the above requirement.
A well-mixed, insulated water storage tank is to be maintained at internal temperature 60°C. The environmental temperature around the tank varies from -25°C to 30°C. The tank's exterior surfaces (total = 125 m²) have four different levels of insulation as indicated in the table. Surface Component Area, Effective RSI, 2 2 m². °C/W m² Surface A 60.0 Surface B 30.0 Surface C 30.0 Surface D 5.0 Say that just one surface can be selected to have its insulation upgraded such that its effective RSI would be doubled. Which should be selected to achieve the greatest reduction in heat loss? 10.0 15.0 4.0 0.5
12.28 Determine the NRC BOD removal efficiency for a two stage trickling filter plant based on the following: primary clarification with 35% BOD reduction, first stage filters loaded at 80 lb/1000ft3/day, intermediate settling, second stage filters sized identical to the first stage units, an operating recirculation ration of 1.0 for all the filters, final clarification of the effluent, and a waste water temperature of 18 c
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