Step 1: Understanding the Concept:
Weirs are overflow structures used to measure water flow in open channels. Precise installation and hydraulic conditions are mandatory to secure accurate discharge measurements.
Step 3: Detailed Explanation:
Let us analyze each design standard:
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Statement (A): The velocity of approach increases the head and discharge over the weir. For precise measurements, the channel must be wide and deep enough to keep the velocity of approach negligible, or it must be mathematically corrected. Thus, (A) is false.
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Statement (B): To prevent the channel floor from restricting flow contraction, the height of the weir crest above the channel bottom must be at least \(2H\) (where \(H\) is the maximum expected head). Thus, (B) is false.
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Statement (C): As water approaches the weir crest, it accelerates and the surface draws down. To measure the true static head \(H\), the head measurement tap or gauge must be located upstream at a distance of at least \(4H\) from the weir plate. Thus, (C) is true.
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Statement (D): For standard weir formulas to be valid, the falling nappe must flow freely with atmospheric aeration underneath. A submerged or restricted flow alters the discharge coefficient. Thus, (D) is false.
Therefore, only statement (C) is correct.
Step 4: Final Answer:
The correct option is 1, which corresponds to (C) only.