방법론
선언된 배관·펌프·고정 손실·수조 수면 경계 구간으로 Darcy–Weisbach와 입력된 국부 손실을 사용해 순차 HGL을 구성합니다. HGL 선별이며 속도수두 변화는 생략하고 EGL 및 TDH는 계산하지 않습니다.
Pipe velocity = Q/A; Reynolds number = vD/ν. Darcy factor uses f = 64/Re for laminar flow and Swamee–Jain for turbulent flow.
Major pipe loss uses Darcy–Weisbach; minor loss is ΣK·v²/(2g).
The sequential profile adds entered pump head and subtracts major, minor, and fixed equipment losses. A basin water surface is an explicit downstream HGL boundary.
Elevation is reported separately; pressure head where elevation is entered is downstream HGL minus elevation.
A segment minimum HGL criterion is evaluated once at its downstream station. The optional starting minimum HGL criterion is evaluated at the starting station.
For 2,000 < Re < 4,000, Swamee–Jain is used as a screening approximation and a transitional-flow warning is reported.