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- Example 4. An Example of Output Generated by a Hydraulic Analysis
- Program using MEL. (From the input data given in Example 1.)
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- program,
- name = 'HAPN - Hydraulic Analysis of Piping Networks',
- problem_title = 'Example Problem Illustrating MEL';
- message,
- text = 'Date: Thu Jul 13 09:02:11 1989';
- message,
- text = 'Input filename: input';
- equations,
- node = 0,
- loop = 0,
- iterations = 7;
- branch,
- number = 100,
- type = 'independent_branch',
- flow_rate = 436238 (lbm/h),
- flow_change = -6.20476e-007 (%),
- flow_dp = 2.17 (psi),
- elevation_dp = 0 (psi);
- component,
- branch_number = 100,
- component_number = 0,
- type = 'pipe',
- resistance = 4.95228 (Pa*s2/kg2),
- change_resistance = -1.24095e-008 (%),
- pressure_drop = 2.17 (psi);
- node,
- number = 1,
- pressure = 8.67 (psi);
- node,
- number = 2,
- pressure = 6.5 (psi);
- next;
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