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HomeMy WebLinkAboutFire Flow AnalysisAVERAGE FLOW CALCULATIONS TERRACE PINES APARTMENT HOMES 10/25/2004 0434 - watersewercalc- 041006.xls EXHIBIT A � O V N co O N O O � V O O C O V " M LL LL N J 'a =_ J d > C > _ 'a N d O R J d Ta r 7 CL a 0) Y Y Y d _ E c ' M J 0 C J O U- C n O d > Q G1 d G1 a d a d Y d L U L U- O Z 2 0 Z N - gpd /cap - people /unit gpd - gpd gpm in in in fps fps fps Dartmouth Waterline 100 60 2.67 16020 4 64080 44.5 1.00 8 8 11.45 028 1.14 KTR Waterline 100 40 2.67 10680 4 42720 29.7 0.75 8 8 1136 0.19 0.76 KTR Sewerline 100 84 2.67 22428 4 89712 62.3 N/A 2 6 N/A 4.07 N/A Existing Sewerline 100 16 2.671 42721 4 17088 11.9 N/A N/A N/A N/A N/A N/A 10/25/2004 0434 - watersewercalc- 041006.xls EXHIBIT A APPENDIX 8 FIRE-FLOW REWAREMENTB ROFI BUILDINQS TABLE 8105.1 WNr U REQUIRED FIRE FLOW AND FLOW DURATION FOR BUILDINW For St: 1 rqume Poore 0.0929 m t LWIOM per mirmite s 3,763 1 /m, t 1wimui ntr o4ouire inch - 62" kPlL tL lNpa of cottunmion ate baged on the bwrnarineal Stdldlag Cade. b, Matwral at 20 pni. an 2000 INTERNATIONAL RRR CODES ZO /Z0 3Jdd bM 1N3*U - GA3Q sDm 96000U6L6 EZ :E EXHIBIT B FIRE AAA ME r Low book- per Mkpjblb ROW DURATION 1 Tym IA and IB' NA and MIA' TM IV and V A` lYpe N9 Mid MlB' Tyq V-B' 0-22.700 0- 14700 0- 8,200 0-S 900 0-3.600 1,500 2 22,701-30222 12,701-17,000 B 1 -10 900 5 3,601.4.800 1.750 30 1 -38 700 17,001-21,900 10,901-12,9W 7.901 - 9.800 4.801 -6,200 2" 38,701-49,3M 21.801 - 24,200 14901- 17,400 9,801 - 12,600 6,201 -7.700 2,250 48.301-59,00D 24 1 -33 17,401-21,300 12,601 - 15.400 7,701 -9AW 2.500 59,001-70,9W 33,201-39 21,301.25,500 15.401- 18.400 9,401 -11300 2.750 70 90143 700 39.701-47.100 25.501-30,100 18 401 -21800 11 3 3 $3,701-97,700 47,101-54,900 30101- 35,200 21 301-25,9W 13.401-15,600 3.250 97,701-112,7W 54 400 35,20140,600 25,901-29,3W 13 601.18 000 3 112.701- 128.700 63.401 -7 400 40 601 -46 400 29,301 -33 18 3.750 129,701-145a2 72.40142,100 4C401-52,5W 53,501-37.900 20,601-23,300 4 ,000 4 145901 - 1614;.'100 8 101 52.501 - 59.100 37.901-4Z700 23,301-26,3W 4250 164.201-183.4.W 92,401 - 103100 59,101 -6,000 42,701- 47.700 26.301-29JW 4 183.401. 203700 103 I4 M 6CO01-73-3W 47 701-53" 29' 1 -316UU 4' /w 203,701 - 225,200 114,601-12000 73,301-111,100 53.001. 58.600 32.601-36,000 S 000 225,201-247.7W 1'A701- 1 400 81,101-89,2W 58,601.65AW 3 001 -39 600 3 247 701.271 139,401-152,600 89.201-97,700 65.401-70,6W 39 5 271 Ol -2" 132.001- 1660 97,701.106, 00 70,001-77,000 43,401. 47.400 5,750 295 961 -0c ater 1 1 -Ckcal x 106.501-115,800 77.001- 83,700 47,401 - 51.500 6,000 — — 113 601- 125,300 69 701- 90,600 51.501-35.70D 645 — — 125 1 -135 90,601-97.900 55,701-60,2W 6,500 — — 135.501-145,8W 97,901- 106800 60,201- 64,800 6,750 — 145,901-156 106.801 - 113 64,801-0,6W 7,000 — — 156.701 - 167,900 113,201 121,300 69,601-74.60D 7,250 — — 167.901-179,400 121,301-129,6W 74.601-79.8W 7,5W 170,401-101,400 120.601-139,3W 79,SU1 -95 100 7,750 — 191401 -Creaw 138.301-Greater 85101- Gremer 8,000 For St: 1 rqume Poore 0.0929 m t LWIOM per mirmite s 3,763 1 /m, t 1wimui ntr o4ouire inch - 62" kPlL tL lNpa of cottunmion ate baged on the bwrnarineal Stdldlag Cade. b, Matwral at 20 pni. an 2000 INTERNATIONAL RRR CODES ZO /Z0 3Jdd bM 1N3*U - GA3Q sDm 96000U6L6 EZ :E EXHIBIT B Fireflow.GDB Analysis Type: Steady State Project Description: Terrace Pines Development at Krenek Tap Road and Dartmouth Fireflow on both nodes 2070 and 2073 of 1750 gpm a.1 s 1263,/ Horizontal Plan S:\Proj\0434-Terrace D 240 10/25/2004 EXHIBIT C Results - Junctions Time Level: 0; 0 day 0:00 hr Number of Junctions: 10(Selection) Junction ID Description Elevation Demand Grade Pressure [ft] [gPm] [ft] [psi] 237 J -7770 267.000 14.138 484.884 94.409 238 J -7760 269.000 17.691 484.885 93.543 239 J -7750 270.000 1 13.928 471.698 87.396 240 J -7740 270.000 10.000 1 471.699 1 87.396 1267 282.000 12.593 1 475.294 1 83.754 1270 278.000 10.000 1 473.427 1 84.678 2070 278.000 1 1794.500 461.214 79.387 F -- --- ---- -- 12071 269.500 0.000 468.806 86.359 2072 r- - T - 273.750 0.000 460.173 80.777 2 073 274.000 1779.700 459.166 80.233 S: \Proj\ 0434- Terrace_Pines \MikeNET \0434 - Fireflow- 041006.doc 10/25/2004 Results - Pipes Time Level: 0; 0 day 0:00 hr Number of Pipes: 8(Selection) r Pipe ID Description Node 1 Node 2 Diameter Length Roughness Flow Velocity Headloss� [in] IN [millift] [gpm] [ft /s, [ft] r 1250 P -7800 238 1 237 8.000 72.041 110.000 14.138 0.090 1 0.001 1251 P -7790 240 1 2071 8.000 383.873 110.000 516.382 3.296 2.894 1252 P -7780 1240 1 239 8.000 87.464 110.000 13.928 0.089 0.001 r- 2318 T 1267 1270 12.000 249.477 130.000 1794.500 5.091 1.867 2448 �- 1270 2070 8.000 259.694 140.000 1794.500 11.454 12.212 2449 P -7790 2071 238 8.000 405.892 110.000 - 1263.318 8.063 16.080 2450 2071 2072 8.000 186.402 140.000 1779.700] 11 T8 32 2451 T 2072 1 2073 8.000 21.738 7140 1779.701 L359 1.007 S: \Proj\ 0434 - Terrace_ Pines \MikeNET\0434 - Fireflow- 041006.doc 10/25/2004