Difficulty: Medium
Correct Answer: Slightly more than 5% of the design discharge
Explanation:
Introduction / Context:
When designing combined sewer systems, engineers compare the magnitude of storm (drainage) flows to sanitary sewage flows. The ratio of drainage to sewage often reaches large values during storms, meaning the sanitary (dry-weather) component is a small fraction of the overall design discharge. This question checks whether you can translate a drainage-to-sewage ratio into the approximate fraction represented by the peak dry weather flow (PDWF) within the total combined design discharge.
Given Data / Assumptions:
Concept / Approach:
If storm flow is 20 times the sanitary flow, then the sanitary component alone is 1/21 of the total. However, the system must pass the peak dry weather flow, which incorporates a peaking factor (typically 1.2–1.8 or more depending on context). Thus, PDWF is just over 1/20 of the overall design flow.
Step-by-Step Solution:
Verification / Alternative check:
Even if the peaking factor is modest (say 1.1), the fraction remains slightly above 5%. Therefore, PDWF is not less than 5% but rather slightly more than 5% of the combined design discharge under the stated ratio.
Why Other Options Are Wrong:
Common Pitfalls:
Final Answer:
Slightly more than 5% of the design discharge
Discussion & Comments