MO Water/Wastewater Operator study materials
MO Water/Wastewater Operator study resources

Distribution System Pressure Drop and Discolored Water After Main Repair

MO Water/Wastewater Operator · Put your knowledge to work in context.

All case studies

Distribution System Pressure Drop and Discolored Water After Main Repair

A crew repairs a 12-inch cast iron main break on a dead-end loop serving about 40 homes and a small school. The repair takes nine hours. During the repair, the isolation valve on the loop does not hold completely, so the crew works with residual flow and the line is not fully dewatered before the repair. After chlorination and flushing, the crew restores service. Within an hour, customers call about brown water. A pressure logger at the loop's far end shows the pressure dropped from 62 psi to 18 psi during the repair and is now recovering slowly to 45 psi. The system's normal operating pressure is 60–65 psi. Free chlorine residual at the far end is 0.2 mg/L; the entry point is 0.9 mg/L. The state requires a bacteriological sample after main repairs and a chlorine residual of at least 0.2 mg/L in the distribution system.

1. Assess the risk from the repair and the low pressure, and state what you must do before considering the repair complete.

Read the worked answer

Two red flags: the valve did not hold during the repair, and the loop dropped to 18 psi, well below the 20 psi threshold that typically triggers a boil-water notice and a contamination-response protocol in most state rules. A main that is not fully isolated and dewatered can draw in groundwater and soil during the repair, so the line is potentially contaminated.

Required actions before closure:

  1. Treat the repaired section as potentially contaminated. Perform a proper disinfection of the new/repaired section (chlorine slug or tablet method to the required concentration and contact time), then flush to clear.
  2. Confirm free chlorine residual at the far end is at or above the required 0.2 mg/L and stable, not just at the entry point. The 0.2 mg/L reading is at the floor and should be raised by flushing and re-chlorinating.
  3. Collect the required bacteriological sample(s) after the repair and hold results.
  4. Because pressure fell below 20 psi, follow the state's low-pressure protocol: this usually means a precautionary boil-water notice and additional sampling. Do not lift it until samples are clean and pressure and residual are restored.
  5. Investigate and repair or replace the valve that failed to hold, and log the pressure excursion.

2. How do you clear the discolored water and restore customer confidence without wasting water or over-chlorinating?

Read the worked answer

The brown water is iron and sediment stirred up by the pressure swing and the repair, not necessarily a new contamination. Clear it by controlled flushing from the hydrants nearest the repair outward, not from the far dead end first.

Sequence:

  1. Flush the hydrant closest to the repair until it runs clear, then work downstream toward the dead end. This pushes the disturbed sediment out rather than pulling it through the whole loop.
  2. Watch turbidity and chlorine at the far end during flushing; stop when turbidity clears and residual is at or above target.
  3. Do not overdose chlorine to compensate. Bring residual up to the normal range through flushing and, if needed, adjust the entry-point dose, but keep it within the system's target and below the maximum residual disinfectant level.
  4. Advise affected customers to run cold taps until clear; warn them not to use hot water until the line clears.
  5. Document flush volumes, turbidity, and residual readings, and keep the boil-water notice in place until the low-pressure and bacteriological requirements are satisfied.