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It’s a policy brief paper. A policy brief presents a concise summary of information that can help readers understand, and likely make decisions about, policies. Policies can be implemented at a variety of levels including, for instance, those of the federal, state, or municipal government; the school, school district, or conference; the organization, the corporation, […]

I want it written in 12 point font, margins for the pages must be 1 inch on all sides. You are writing about how a religious communities deal with other faith communities. Examples of the latter, would be how Muslims view Jews and Christians as Peoples of the Book while rejecting polytheistic religions, or how

First, watch the 2 videos below in their entirety (about 70 minutes altogether). (These videos are part of a 2013 conference by The Gospel Coalition (Links to an external site.) titled “Faith at Work.”) Video links provided below Second, post your carefully considered response to the following prompt in a paragraph of at least 6

If L/ a = 0.030 s, what is the period of the water-hammer wave pattern for frictionless flow? What assumptions are made in rigid theories that are not made in analyzing water hammer?

Define the likely system operating region for the pump/system of Problem 16(b) in Chapter 4. Problem 16 (b) If a Goulds 2 X 3-10 (A60) pump (Fig. 4-16) at 1,750 rpm is placed in the system, find The system/pump operating point. The pump placement required to avoid cavitation. The system/pump operating point if the valve

Define the likely system operating region for the pump/system of Problem 2 in Chapter 4. Problem 2 A cooling loop for hydraulic fluid (MIL-M-5606) consists of: A heat exchanger whose curve of pressure drop versus flow rate is given in Fig. P4-2( a). 150 ft of 3-in. schedule 80 pipe +4 standard elbows ahead of

1. Why is valve closing in a time greater than 2L/ a often referred to as slow closing, while valve closing in less than 2L/a is often called rapid closing? 2. What is the method of characteristics?

1. For rigid theory, why is it convenient to base all times on the time required for a flow to accelerate to 99 percent of its steady-state value? 2. All other factors being the same, what is the effect on a, the water-hammer wave velocity, of increasing wall thickness of a thin-walled elastic conduit?

Why is rigid theory a reasonable model for events (such as a valve closing) that happen slowly, while water-hammer analysis is needed for events that happen rapidly?

1. A pipeline (V = 6ft/s,D= 1 ft,H = 100ft-Ibfllbm,L= 8,000 ft) has its head increased to 300 ft-lbf/lbrn. How long willit take for the flow to accelerate from zero to the steady-state velocity for the initial H (100 ft-lbf/lbm)? How long for the new steady-state velocity to be attained? 2. A hydraulic turbine requires