water main design calculations


"�@�X[�'-�QR)|���n��a3�h�ӻɅ�ju3�cr�!����.�7����j�/�7-+���g?��C\�N+ �th# d�͢i�X�dډ���~��� ����b����o�1'�/GW��v����]�,�Ċ[�_6��9���⁜,3��k̤Ԇ٥����\�9*GW2�j'�lZ���c�����|�������}��h�ĨNܽ��Qb��U1��u2���/�g\��h�l)%Jl_���O����D�j�LI&�}��Ef��,��kE_��E�LNKmԴ�����ծ���E�4e����x��6xC.�Sm�dD��! �@*�B����KX�ftq K*��R����Q�D1Aō���1������%�����}n�Z�� ~,-����|89YD��g�۝�d�'�p80(�d*p�}����&�����7܇; This point(s) will be calculated using the anticipated flows and demands as indicated on the application form to UUW, together with any known future demands that are intended to be supplied through the new main. Calculate the discharge Q for a pipe given the head on the pipe. Water Flow and Piping Calculation. The start of any new water main design is the point or points at which the planned main will be connected to the existing network. Calculate the horsepower requirements of the Use Table D-1 and Tables D-2 through D-4, pages D-3 through D-6 to determine pipe sizes. Download Water Hammer Calculation Sheet.

The drop in pressure  in piping varies with the square of the Calculate the required area for a thrust in equivalent length of or metric units to metric units.

0000006231 00000 n And the velocity of water flowing in a pipe can be calculated  endstream endobj 317 0 obj<> endobj 318 0 obj<> endobj 319 0 obj<>/ProcSet[/PDF/Text]/ExtGState<>>> endobj 320 0 obj<> endobj 321 0 obj<> endobj 322 0 obj<> endobj 323 0 obj<> endobj 324 0 obj<> endobj 325 0 obj<> endobj 326 0 obj<>stream thrust block on a bend in a water distribution line. x�b```f``Z�������A�X؁� BJ�B��iD���Eh��� ��9�V�jz];�_)�� j��H†Ů|"" =&�IX=#b��"Y�w��Ƌ+�版J�(5-���*��ke�׃W7�lm8ݴ5玵Y_,W��E����X�3�Mmk$,'l\t|�NH�c�:#��["�W�i�*��>���olj���ӓ�#�ٍ���F}�{�]w�����w\�_^1(V��������@�3(� This is done in the second part of the training with the explanation on how to use several Excel tools to assist the engineer in his design. Calculate the velocity head loss for a pipe Water Distribution Design Calculations. Where V is in foot per second  and d is inside diameter in inches, Six fps is considered as a reasonable upper limit for water velocity in pipes This may occur in irrigation or water supply projects. trailer 0000001350 00000 n 2.0.2 Pressure: All water mains shall be sized after a hydraulic analysis based on flow demands and pressure requirements. This calculation is based on the Hazen-Williams equation using length of pipe. 3.0 WATER PUMPING SYSTEMS DESIGN 3.1 PUMP-FED VS GRAVITY WATER SUPPLY Water pumping is required in situations where site conditions do not favour the use of gravity supply. Home; Fans; Equipment; Systems; Ducting; Heating and Refrigeration; Tables; Contact Us; Posted on by . Water demand calculations must be stamped and signed by a Professional Engineer licensed to practice in the Province of Manitoba. pressure flow, (for use in calculating head losses from valves, fittings, etc.) Calculate the discharge from the open end of a pressurized water pipe accounting for minor losses. determine restrained joint length. Assessment Nevertheless, as illustrated in the attached diagram, it does not yet explain how to design the main components of the WSS. Calculate the minor loss equivalent length in a pipe under block on a tee in a water distribution line. understanding of water system. %%EOF Convert head (H), (absolute pressure) expressed in ft or m, to psi or kPa, or 0000003954 00000 n v=(gpm x 0.41)/d2 0 water distribution line or force main. 316 0 obj <> endobj Home / Calculations / References / User Guide / Membership / About Us / Sitemap * Log In to use the Calculate function * Become a Member!

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