Document 5k19YpVe7myEx9gbmgnmGOdGJ

Heating Ventilating Air Conditioning Guide 1938 SIZING AN UP-FEED RISER When the riser is an up-feed, the opposite condition occurs; that is, there is a drop in pressure as the top of the riser is approached, due to the natural reduction in the gravity pressure, and to this must be added the pipe friction plus that introduced by the pipe fittings, all of which produce an excessive drop when compared to the conditions existing with a downfeed riser. To size an up-feed riser the minimum pressure of the street main, or other source of supply, should be ascertained and from this should be subtracted the pressure to be maintained at the highest fixture, namely, 15 lb per square, inch, plus the height in feet above the source of water pressure, multiplied by 0.43 to change from feet of head to pounds of pressure. The total length of run from the source of pressure to the farthest and highest fixture should be ascertained, and this should be changed to equivalent length of run to allow for the loss occasioned by Table 3. Approximate Allowances for Fittings and Valves in Feet of Straight Pipe Size op Pipe (Inches) 90-Deg Elbow 45-Deg Elbow Ttpb of FiTTiNa ob Valve Return Bend Gate Valve Globe Valve Angle Valve a 43 8 2 48 8 SA 5 3 10 3 60 10 1 5 3 10 3 60 10 m 6 4 12 3 72 12 m 7 5 14 4 84 14 2 7 5 14 4 84 14 VA 10 7 20 5 120 20 3 12 8 24 6 144 24 4 18 13 36 9 216 36 5 25 18 50 13 300 50 . 6 30 21 60 15 360 60 the pipe fittings. Table 3 gives the additional lengths necessary to allow for the various fittings and valves. The drop allowable in pressure per 100 ft of run may then be obtained by multiplying the. surplus pressure (over that required for the gravity head and to supply 15 lb at the fixture) by 100 and by dividing this by the equivalent length of run to the farthest or highest fixture. Where street water pressures are available .the pressure drop through the meter and service pipe must be taken into consideration. Table 4 shows the pressure loss through meters. It also gives the minimum sizes of recommended service and maximum meter deliveries. Example Si. Assume a street pressure of 60 lb, the height of the highest fixture 50 ft, and the length of the longest run 200 ft. Without knowing the additional length of pipe to be added for the fittings it will be assumed that this is about 100 ft. The surplus pressure which will be available for pressure drop will then be 60 lb -- (15 lb + 50 ft X 0.43 lb) = 60 lb - (15 lb + 21.5 lb) = 23.5 lb. To change this into drop per 100 ft: gOOft'-t-^lOO^ft = ^ Per h. The pipe may then be sized from the maximum probable flow by selecting a size that does not give a drop in excess of 7.8 lb per 100 ft. Chapter 43. Water Supply Piping and Water Heating It will be seen from Example 2 that it is impossible to size up-feed risers without determining the drop allowable in both the horizontal feed . mains and the toilet room branches. Having once ascertained this allow able drop, it is simply a matter of applying it throughout the system. Rats or Flow Gfm 5 10 15 20 25 30 35 40 45 50 75 100 125 150 175 200 250 300 350 . 400 500 600 800 1000 Table 4. Pressure Loss Through Water Disc Meters3 A. W. W. A. Standards 1.5 6.0 14.0 25.0 K 0.5 2.0 5:0 9.0 13.5 19.5 Approx. Pressdrb Loss Thbough Mbtbbs, Lb pbb Sq In Pipe Sub (In.) l IK .0.2 1.0 0.2 2.0 0.6 0.2 3.5 1.0 0.4 5.5 1.5 0.6 8.0 2.0 0.9 11.0 3.0 1.0 14.0 4.0 1.5 18.0 22.0 5.0 6.0 14.0 25.0 2.0 2.5 5.5 10.0 0.7 1.5 2.8 15.0 22.0 4.0 6.0 8.0 10.4 1.0 1.5 2.2 3.0 4.0 16.0 23.0 1.0 1.5 2.2 3.0 4.0 6.5 9.0 16.0 25.0 Minimum Sub or Sebticb Recommended Sate Maximum Deliver! or Mbtbbs Ratb or. Flow Gpm 1-20 20-30 30-50 50-100 100-150 Appaox. Minimum Pipe Size or Sebtice, Main to Meteb (In.) Maximum Length (Ft) 30 75 100 150 200 Meteb Size In. K A1 i i K i 1 m m 1A 2 1l . iA iA 1A lA m 2 1A iA 2 . 2 3 6 1A 2 2 2A 2A 8 Capacitt, Gpm Based on 25 Lb Loss Thboogh Meter 20 34 53 100 160 315 500 1000 con`uPltCSarG<ufa5urenU8h compound and current asters are less than shown in table. For exact information 789. X