معاونت نظارت راهبردی ریاست جمهوری، (1392)، "ضوابط طراحی سامانههای انتقال و توزیع آب شهری و روستایی"، نشریه 3-117 (بازنگری اول)، (نشریه 380-الف، طرح استانداردهای وزارت نیرو).
Alperovits, E., and Shamir, U., (1977), “Design of optimal water distribution systems”, Water Resources Research, 13(6), 885-900.
Colebrook, C.F., and White, C.M., (1937), “The reduction of carrying capasity of pipes with age”, Journal Institute of Civil Engineering, 7(1), 99-118.
Dini, M., and Tabesh, M., (2014), “A new method for simultaneous calibration of demand pattern and Hazen-Williams coefficients in water distribution systems”, Water Resources Management, 28(7), 2021-2034.
Jain, A.K., Mohan, D.M., and Khanna, P., (1978), “Modified Hazen-Williams formula”, Journal of the Environmental Engineering Division, 104(1), 137-146.
Lamont, P.A., (1969), “The choice of pipe flow laws for practical use”, Water and Water Engineering, 73(875), 9-17.
Lamont, P.A., (1981), “Common pipe flow formulas compared with the theory of roughness”, Journal of American Water Works Assosiation, 73(5), 274-280.
Locher, F.A., (2000), “Discussion of Limitations and proper use of the Hazen-Williams equation”, Journal of Hydraulic Engineering, 126(2), 167-169.
Moghazi, H.M, (1998), “Estimating Hazen-Williams coefficient for polyethylene pipes”, Journal of Transportation Engineering, 124(2), 197-199.
Sherri, F., Mahvi, A.H., Yoloei Eshlaghy, A., and Hassani, A.H., (2017), “A new approach in simultaneous calibration of Hazen–Williams coefficients and demand of nodes in water distribution systems”, Desalination and Water Treatment, 74(1), 137-148.
Travis, Q.B., and Mays, L.W., (2007), “Relationship between Hazen-William and Colebrook-White roughness values”, Journal of Hydraulic Engineering, 133(11), 1270-1273.
Valiantzas, J.D., (2005), “Modified Hazen-Williams and Darcy-Weisbach equations for friction and local head losses along irrigation laterals”, Journal of Irrigation and Drainage Engineering, 131(4), 342-350.
Yildirim, G., and Ozger, M., (2009), “Neuro-fuzzy approach in estimating Hazen-Williams friction coefficient for small-diameter polyethylene pipes”, Advances in Engineering Software, 40(8), 593-599.
)
