According to Professor Running in surface-water hydrology, which named technique is specifically recommended for extending a river discharge (rating) curve beyond measured stages?

Difficulty: Easy

Correct Answer: Logarithmic method

Explanation:


Introduction / Context:
Hydrologists often need to extend a stage–discharge (rating) curve to high flows where direct discharge measurements are sparse or unsafe. Professor Running is associated with a specific named approach used for this extrapolation problem in river engineering and water-resources analysis.


Given Data / Assumptions:

  • Objective: identify the method attributed to Professor Running for extending rating curves.
  • Context: stage–discharge relation must be extrapolated to higher stages.
  • Assume steady, gradually varied flow conditions typical for rating-curve development.


Concept / Approach:
Rating curves frequently show a near log-linear behavior when plotted suitably. The Running recommendation is the logarithmic method, which fits a logarithmic form to the measured portion and then extends beyond the observed range more conservatively than naive linear power-fit extrapolations. This helps avoid unrealistic high-flow estimates.


Step-by-Step Solution:

1) Recognize the need to extend a rating curve reliably for flood flows.2) Recall the method attributed to Professor Running for extension.3) Identify that method as the logarithmic method used in practice.4) Select 'Logarithmic method' as the unique correct option.


Verification / Alternative check:
Standard hydrology references list logarithmic extrapolation for rating curves; the other listed options are not established named methods associated with Running, supporting the choice.


Why Other Options Are Wrong:

  • Y method: Not a standard named method for rating-curve extension.
  • General method: Too vague; not attributed to Running.
  • None of these: Incorrect because a specific method is known and listed.


Common Pitfalls:

  • Using high-order polynomials that overshoot at flood stages.
  • Forgetting to check backwater, controls, or overbank effects when extending curves.
  • Assuming a single functional form applies across all stages without breakpoints.


Final Answer:
Logarithmic method

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