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

  1. Students will calculate a well's drawdown and specific capacity from its static and pumping water levels.
  2. 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.

Answer Key

  1. Answer: 30 ft. Drawdown = 90 ft - 60 ft = 30 ft.
  2. Answer: 10 gpm/ft. Specific capacity = 300 gpm / 30 ft = 10 gallons per minute per foot of drawdown.
  3. Answer: 45 ft. Set drawdown = yield / specific capacity, so drawdown = 450 gpm / 10 gpm/ft = 45 ft.
  4. Answer: 105 ft. Pumping water level = static level + drawdown = 60 ft + 45 ft = 105 ft below the surface.
  5. Answer: 15 ft. 120 ft - 105 ft = 15 ft of water still stands above the pump intake.
  6. 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.
  7. Answer: 720,000 gpd. 500 gpm x 60 minutes/hour x 24 hours = 720,000 gallons per day.
  8. Answer: Yes, by 120,000 gallons. 720,000 gpd - 600,000 gpd = 120,000 gallons per day of surplus.
  9. 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.
  10. 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.