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I can pay for your assistance as I'm sure it will not be easy. I cannot attach screenshots but please message me if you can assist - I will send you all the required info. The question is as follows: A farmhouse on city water was damaged in Ipswich’s 2022 flood. The owner has renovated the house and is planning to build a new house at the top of a hill next to the house and use the current house for seasonal workers who are recruited for fruit picking and harvest work in the area. The owner is currently satisfied with the inlet pressure of 210 kPa at point A (Queensland Urban Utilities has a customer service standard for water pressure of 210kPa) as it ensures sufficient water. The owner would need to add a pump to the current piping system which would be able to provide the current amount of water for each house when used simultaneously. The old house (point C) is about 10 m below the entry point (point A) and the new house (point D) is 30 m above the entry point (point A). Where all pipes are stainless steel, DN40-Sch5s Path A-B: 30 m pipe, two smooth 90 bend, flanged, and a swing check valve Point B: A flanged Tee junction Path B-C: 20 m pipe, three smooth 90⸰ bend (flanged), and one glove valve Path B-D: 40 m pipe, five smooth 90⸰ bend (flanged), and one gate valve You have been consulted to provide following information and guidance; a) Estimate the current water consumption of water in the farmhouse and pressure at point C (see notes) b) Select an appropriate pump to provide sufficient water for both houses when they would use water simultaneously (see notes). You need to complete Table 1. c) Calculate NPSH and make sure cavitation does not occur (see notes and complete Table 1) d) Where would be the best point to install the selected pump, justify your assumption and choice (see notes) Note 1: You can browse internet and choose a suitable pump. There are many sites which provide full details of their pumps. You need to provide the link and include the Q-H and NPSH curves and show the working point of the pump.