Calculate the normal discharge for a depth of 1.5 m in m³/s, to the nearest 100th.

An unconfined aquifer has a hydraulic conductivity of 8.7 x 10-2 cm/s. There are two observation wells 597 ft apart. Both penetrate the aquifer to the bottom. In one observation well, the water stands 28.9 ft above the bottom, and in the other it is 26.2 ft above the bottom. What is the specific discharge per 100 ft-wide-strip of the aquifer in cubic feet per day?

Calculate the daily flow in (m³/d) using Darcy's law for a confined aquifer with a hydraulic conductivity of 1.9 (m/d), a thickness of 50 (m) which is 5 (km) wide. Two observation wells are located 1.8 (km) apart in the direction of flow and the head in well 1 is 105 (m) and in well 2 is 95 (m). (Please enter your answer with one decimal)

An engineer will model this flow of water as steady and inviscid. The parameters are Q = 0.14 m³/min and A = 12 cm². What is the depth h in cm? (a) 3 (b) 5 (c) 8 (d) 10 (e) 19 Q h

Gradually Varied Question 4: Calculate the critical depth corresponding to a discharge of 8m³/s in a rectangular channel of width 4m. Take g = 10m/s²

Explain every step of the solution.

Please help with question 1 of Fluid Mechanics Hw