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Q: of nsions? O Option 1
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Q: How is the float useful for the contractor?
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Q: Dewfine the term final completion?
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A: First we will calculate the expected time of each activity
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- Question 2 5 points The following is relevant water demand information for the town of Goodborough for the design year of 2050: Design Population = 10000 Annual average per capita water demand = 250 L/d Assume a water supply system of Type C is considered for the town, as shown below: Elevated Storage WTP HLP LP Smce Community camouners) Assuming that BOTH equalization storage AND fire storage provided are sufficient, determine the following to meet the water needs of the community in the design year, as per Ontario guidelines A) Design capacity of the WTP (in ML/d; ignore losses) B) Design capacity of Conduit III (in ML/d)Question 4 The following is relevant water demand information for the town of Goodborough for the design year of 2050: Design Population = 10000 Annual average per capita water demand = 250 L/d Assume a water supply system of Type A (NO storage) is considered for the town, determine the following to meet the water needs of the community in the design year, as per Ontario guidelines A) WTP capacity needed to meet needs with NO fire (in ML/d; ignore losses) B) WTP capacity needed to meet needs with fire (in ML/d; ignore losses) C) Design capacity of the WTP (in ML/d; ignore losses)A planned community has a population of 63,000 people and is growing at 8.5% per decade. What is the likely average daily water demand 20 years from now? What are the annual water requirements for the city? What is fire demand? Assume the annual average per capita demand of 425 L/C-d and the . What would be the capacity that should be used for the distribution system? The monthly, weekly, daily and hourly max factors are 1.2, 1.4, 1.8 and 2.7, respectively.
- Problem 1A 300-house residential development is proposed. Assume that each person uses 500 liters on average eachday. Suppose that four people live in each house. Calculate how many more liters of water per day onaverage that will need to be supplied.The water engineer aims at prevention contamination of water supplies at all times. In most small water supply systems, however, economic reasons prevent 24-hour daily water service. This creates a risk of polluted water infiltrating into the pipelines through leaks in pipe joints and service taps. How would the water engineer ensure that the pollution do not pose a health risk to domestic consumption? Give example of factors to consider when selecting the material for the pipe.?Civil Engineering A catchment area of 150 miles2 with a planned development of 70%, a stream flow of 0.9 MGD/mile2, and storage for 1/2 year's supply. Consumption is 160 gpcd. How many people will this supply? round to the nearest 500
- A town's household flow rate is measured at 90 gpcd (gallon/capita.day). If the plant receives 34.25 MGD (million gallon per day), but 12% of that is inflow & infiltration, the population of the town is: Select one: O 256,875 People O 334,889 People O 45,667 People O 3,699,000 People1. Please look up the USEPA National Pollutant Discharge Elimination System (NPDES) and describe how it applies to Municipal Wastewater Systems. Also what is the mechanism through which NPDES can ensure clean water?(b) Based on what you know about wastewater treatment and drinking water treatment steps, which method would you recommend modifying to reach the needed effluent concentration needed for wastewater to be directly reused?
- in simple terms, explain how to use a lagoon and evapotranspiration in wastewater processing and disposal.A tank has 40L of sewage runoff. It initially consists of 60% water and 40% pollutants. Another sewage runoff with 70% water and 30% pollutant is being added to the tank at a rate of 3L/min. As the tank is being filled, the solution is also being drained at a rate of 4L/min. How much pollutant is in the tank after 7 mins?Service Level 1 22 3. Sta. Monica water district is planning to expand their service coverage by providing water to the unserved barangay of Municipality of Sta. Monica. The management has three alternatives using the different service level. If you are the decision maker, what alternative do you approve, explain and defense your choice. Amount are in total for the whole lifespan of the system. Source Capital Operating Expected Revenue* Cost* Exp* Groundwater 10 10 0 Groundwater 30 100 250 Surface 50 200 300 Water Groundwater 80 150 450 Surface 100 200 650 Water 2 2 3 3 in MPhp