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back-calculates height H above flume from discharge Q. Q = a * H^b <=> H = (Q/a)^(1/b) with a and be retrieved from linear regression between log(H) and log(Q) with H and Q values taken from manufacturer's table

Usage

Q_to_H(Q, DN)

Arguments

Q

discharge Q in height above flume (in which unit?)

DN

DN in mm, must be one of 150, 300