Math problem set Grade 9 Science
Pinehaven Well: Drawdown, Specific Capacity, and Safe Yield
A grade 9 problem set where students use a fictional town well's water levels to find drawdown and specific capacity, then set up equations for safe pumping yield.
Objectives
- Students will calculate a well's drawdown and specific capacity from its static and pumping water levels.
- Students will set up equations to predict drawdown at a new pump rate and find the maximum safe yield.
Vocabulary
- Drawdown
- Drawdown is how far the water level in a well drops when a pump pulls water out. The harder and longer you pump, the bigger the drawdown gets.
- Cone of depression
- A cone of depression is the dip in the water table that forms in a circle around a well while it is pumping, like a shallow bowl scooped out of the underground water surface. The harder a well pumps, the wider and deeper this dip becomes.
Also: static water level, pumping water level, specific capacity, well yield
Teacher overview
When a pump pulls water from a well, the water level inside the well drops. The distance it drops is the drawdown, and the well's specific capacity, its yield divided by that drawdown, tells operators how hard they can safely pump. This set follows a new municipal well drawing from the Pinehaven aquifer, a fictional groundwater source, from a first pumping test through a safe-yield decision. A common misconception is to confuse drawdown, which is a difference between two water levels, with the pumping water level itself, which is a depth measured from the ground; the problems keep the two separate on purpose.
Problems
Use these facts about the Pinehaven well in the town of Pinehaven, a fictional community, for every problem. Depths are measured downward from the ground surface, and the pump intake sits at 120 feet.
- Static water level (pump off): 60 ft below the ground surface.
- Pumping water level during the first test: 90 ft below the ground surface.
- Well yield during that first test: 300 gpm.
- Drawdown = pumping water level - static water level.
- Specific capacity = well yield / drawdown.
- Find the drawdown during the first pumping test, in feet.
- Find the well's specific capacity, in gallons per minute per foot of drawdown.
- The town wants to pump the well harder, at 450 gpm. Assuming the specific capacity stays the same, set up and solve an equation for the new drawdown in feet.
- Using your answer to problem 3, find the new pumping water level, in feet below the ground surface, at the 450 gpm rate.
- The pump intake sits 120 ft below the ground surface. At the 450 gpm rate, how many feet of water still stand above the pump intake?
- To protect the pump, the town wants the pumping water level to stay no deeper than 110 ft. Set up and solve an equation for the maximum yield, in gpm, that keeps the water level at or above that depth.
- Convert that maximum safe yield to gallons per day, assuming the well runs continuously for 24 hours.
- The town's daily demand is 600,000 gallons per day. Can the well meet that demand at the safe yield, and by how many gallons is it over or under?
- Explain why pumping the well faster increases the drawdown, using the idea of a cone of depression forming in the aquifer around the well.
- Suppose the town drills a second identical well close to the first, and both pump at once. Explain why each well's drawdown is likely to be larger than it would be if that well pumped alone.
From Water for Schools (waterforschools.org). This material is in the public domain (CC0) and may be copied, edited, and shared freely.
Answer Key
- Answer: 30 ft. Drawdown = 90 ft - 60 ft = 30 ft.
- Answer: 10 gpm/ft. Specific capacity = 300 gpm / 30 ft = 10 gallons per minute per foot of drawdown.
- Answer: 45 ft. Set drawdown = yield / specific capacity, so drawdown = 450 gpm / 10 gpm/ft = 45 ft.
- Answer: 105 ft. Pumping water level = static level + drawdown = 60 ft + 45 ft = 105 ft below the surface.
- Answer: 15 ft. 120 ft - 105 ft = 15 ft of water still stands above the pump intake.
- Answer: 500 gpm. The deepest allowed pumping level is 110 ft, so the maximum drawdown is 110 ft - 60 ft = 50 ft. Then yield = specific capacity x drawdown = 10 gpm/ft x 50 ft = 500 gpm.
- Answer: 720,000 gpd. 500 gpm x 60 minutes/hour x 24 hours = 720,000 gallons per day.
- Answer: Yes, by 120,000 gallons. 720,000 gpd - 600,000 gpd = 120,000 gallons per day of surplus.
- Answer: Pumping lowers the water level right at the well, and the water table slopes down toward the well from all sides, forming a cone of depression. Pumping faster pulls water in more quickly than the aquifer can supply it near the well, so the level at the well drops further and the cone deepens, which means a larger drawdown.
- Answer: The two wells share the same aquifer, so their cones of depression overlap. Each well is now drawing from water that the other well is also lowering, so the water level at each well drops more than it would from that well's pumping alone. This overlap is called well interference.
Differentiation
Support
Provide a labeled vertical diagram showing the ground surface, static water level, pumping water level, and pump intake, so students can see that drawdown is the gap between the two water levels. Give the specific-capacity value already computed for use in problems 3 and 6.
Extension
Ask students to explain how the pumping water level would change if the specific capacity actually dropped at high pumping rates, a real effect in many wells, and to discuss why assuming a constant specific capacity can make a well look safer than it is.
ELL supports
Pre-teach "static" (not moving, pump off) and "drawdown" (how far the water drops) with a two-panel picture of a well with the pump off and on. Allow students to answer problems 9 and 10 with a labeled sketch plus a short sentence.
Extensions
Have students contact their local water department or read a public well log to find the static level, pumping level, and yield of a real municipal well, then calculate its specific capacity and compare it with the Pinehaven well in this set.