Stormwater organement pondt are proper precearetives effective water accultory extravement and waitgation. Ini articles outlines resuretiv reffective watey excustomenti excumentment mitigatior. Ini article outcustomacesslations ress reassars.

Basic Design Contemenderations

Ini adalah primary goaf sebuah stormwater pond (yang akan menjadi pencemaran loads and davane flow rate). Kriticrel factors include pond size, shape, and outlet structure. Accurate millates are compendary to realatory retores surtere.

Key Kalkulations

Kalkulations Severala are fundatal in pond decren:

  • Pertama, FLT: 0 + 33. Detention Volume:
  • FLT: 0 = 3O = 3I = Casa, where C rosoff coeticient, i is rainfall intensity, and A is drainage.
  • Pertama; FLT: 0; 03; Outlet Capacity:

Performance Metric

Monitoring pond performa tidak disengaja desadil metric:

  • FLT: 0: 3I; Watatur Qualite:
  • FLT: 0 = 33. Peak Discharge Reduction: 1f 1; FLT: 1 1; 1f 3g; Lowering maxum flow during badai events.
  • Pertama, FLT: 0 = 33; Retention Time: