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Solving for hydraulic grade line slope

Note: Valid only for ambient temperatures and turbulent flow
| v | = | 0 | = | 0 | foot/second | |
| C | = | 0 | = | 0 | ||
| r | = | 0 | = | 0 | foot |
| hydraulic grade line slope (s) | = | HAS NOT BEEN CALCULATED |
| mean flow velocity | |
| friction coefficient | |
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hydraulic radius |
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hydraulic grade line slope |
| discharge or flow rate | |
| friction coefficient | |
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pipe diameter |
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hydraulic grade line slope |
| v | = | mean flow velocity |
| C | = | Hazen Williams friction coefficient |
| r | = | hydraulic radius |
| s | = | hydraulic grade line slope |
| Q | = | flow rate or discharge |
| D | = | pipe diameter |
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