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HomeMy WebLinkAboutSUB198000040 Calculations 1980-04-17 I 1 NUMBER 1 111111111 111 1 10 !; D ID 0 II 111111 : 111o T a Z 11111 \ � o 11,r$1 w i IEULEI1 � � III �'0. p a Do ��3 � Illgiglill I 3111; c': _o -r., 1 z III1W oOlUll .` N ` • 1 m n T iZ �1 14IE a 4 111E1 „, A a _ '0 \'' lig V spougiiiii z r7;. m El g _ 6,4E1E111111N II z T A T1 1111 11 111111E111E11 _ , T n A (j)) 1111 i N-F 1 i lit 1111( rn yo ill I E INN III VraZzm II/111 ► etb 1111 IIN 191 ^o INISIEl e le r. ; O N UI1EIl T 51 N w N CVNNO CNN i q i rir:l 13 D i7 NuM8LH TI -- ' z O 0 Z A D I ! 1 O = o r I 0 • r O O O o z N _ Z` O o �D N I Cu N N 2 �c��A1 C N. 0 N N (p z p rn QL +V0 N O N N o Z p On%Vi00 O Q O O [ 0 0 D O C1 N • m m D Cw _A u, D Z '4., ��_ o Q CI SZ) A Co oz c DNQ T-,, T N O O `b Q Q O Q O p Q` O Z o -n olr\I Cit a fg -{ m c> T Z NCtN3 f • �,,, v4 ti c� � � o Nborz � N. co _ W Q N N Q m e D lr z m m -I rn v1 % 1` 6 z -n 23 M• 11 D D VI e 6412 00 �1 DO = r - (I)a) r z — -I Z z n rn c, Z CM I --- call III +*w V, AV'1. N 1iYhN r.m D0 Z o v(n'^ C)-c: I + +vv m m r z m 1 0 111 CAI", Ott z % (....4.8. N. Gs t 04 es. ch r o O 2 rn GI 00 ry No N m D -c O` ONO 1".k. T < -I is rn G11 LA! ,� C1 v o\i r m 1,„ Gr{ v V1 a ?1 ` A ��r ;o i '' n mmf ` '!/]1 CHLCUt_ATIilills U'l ..1 MINO'P TG�N||ITb3L . MH',.' 6 , 1980 COMPUTED BY: T. N. SINCLHIR DESIGN HSS|]MPTIONS: UNDEVELOPED: RUNOFF COEF= 0. 20 PEHK TIME= 20 MIN. DRAIN; AREA= 6 . 0 ACR. , RUNOFF COEF. = 0" 46, PEAK TIME= l7 FlH. OUTLET PlPE: 1::::: IN. DTH. VC PIPE, 1....1E1,1CTH= 24 FT . , �' OPE'' 1 . 00U% �NTEkINLI INYERT ELEV OF OUTLET PIPE= 4�1 . 50 ELEYH [ ON PCIND HREH (SQ FT) TOTAL �TORALE (CU FT ) 4r,•,6 , 50 16 l6 464 . �0 504 146 465 . &0 540@ 3098 472 . 80 �736 52574 TIME INFLW RATE STURHSE STOR. EL :, DISiH� . R , 7E N.H..' CUBIC FT/SEC [UBIC FEL:.T FEET CUBIC FT/SEC 5 3. 7 310. 5 2. 7 ] . 3 10 7 . 4 1658. 3 3. 2 1 . 5 15 11 . 1 4081 . 5 3. 6 1 . 6 20 11 . 7 7208. 6 4 . 2 1 . 7 25 10. 5 9984. 7 4 . 7 1 . 7 30 12438. 5 5 . 1 1 . 8 ^ 35 8. � 14628. 5 5. 4 1 . 9 40 8. 2 16595. 3 5. 8 1 . 9 45 7. 6 18368° 4 6 . 0 2 0 ' 50 7. 1 :.9970. 5 6. 3 2 . 0 55 6. 7 21419. 6 6. 5 2 . 0 60 6. 3 22730. 3 6. 7 ^ 65 6. 9 2 . 1 70 5. 7 7 . 8 2 . 1 75 5. 5 26�65. 4 7. 2 2. 1 • 80 5. :2, �7041 . 7 7 . 3 2 . 2 85 �. 2 279�8. 7 7. 4 2 . 2 90 5 . 0 28:620. 3 7 . 5 2 2 95 4. 8 29630. 1 7. 7 2 . 2 100 4 . 7 30�91 . 1 7 . S 2 . :::: 105 4. 6 3111.,:::6. 3 7. 2. 2 110 4. 4 31778. 4 7. 9 ::::' . 3 1 �5 4. 1 32409. 8 8. 0 23 120 4. 2 33002. 7 8. 1 2 . 3 125 4. 1 8. 2 2 . 3 130 4. 0 34081 . 3 8. 2 2 . 3 135 3. q 64570. 6 8 . 3 2 . 3 140 3. 8 35028. 9 8. 4 2 . 3 145 3 . 7 35457. 7 8. 4 2 . 3 150 3. 6 35858. 4 8. 5 2 . 3 8. 5 2 . 3 160 3. 5 66580. 6 8. 6 2 . 3 16� 3. 4 �6904. 5 8. 6 2 . 3 170 3. 3 372N5. 2 8 . 7 2 . 3 175 3. 3 37423. 6 8. 7 2 . 4 180 3. 2 37740. 7 8. 7 2 . 4 185 3. 1 37977. 4 8. 8 2. 4 198 3 . 1 38194. 5 8. 8 � . 4 195 3. 0 38392. 9 8. 8 ',...::: „ ,:i•200 2. 9 38�7�" � �. 8 2 . 4 205 2. 9 38736. 4 8. 8 2 . 4 210 2 . 8 38822" 9 A. 9 � . � 215 2. 8 . 34013. 4 8. 9 2 . 4 220 2 7 39|�8 7 8 9 � 4 �� . . � . 225 2. / 39229. 2 8. 9 2 . 4 230 2 . 7 39315. 4 8. 9 2 . 4 235 2. 6 39388^ 0 8. 9 2. 4 240 2:, 6 39447. 4 :::::„ '...„1 2„ ,1 245 2. 5 39494. 1 8. 9 2 . 4 250 2. 5 39528. 6 8. 9 2 . 4 255 2. 4 39551 . 2 9. 0 2 . 4 - 260 2. 1. 39562. 5 9. 0 2 . 4 264 2. 4 39563. � 9. 0 2 . 4 , MHXIMUH DESTGN STORAGE HAS BEEN ACHIEVED OUTLET PIPE VELOCITY= 12. 2 FPS ' STORAGE POND ELEVATION= 470. 5 . ^ ` ^ � - . .. ` / ° DETENTION POND CALCULATIONS HOLLYMEHD PROGRAM MINOR TOWNHOUSES MAY 6, 1980 COMPUTED A'/: - . H. STN[LAIR DESIGN ASSUMPTIONS: UNDEVELOPED: RUNOFF COEF= 0. 20 PEAK TIME= 20 MIN. DRHIN. HREp- 4. 1 HCR. , RUNOFF COEF. = 0. 57, PEAK TIME= 17 MIN. OUTLE [ PIPE: 6 IN. DTA. VC PIPE: LENGTH= 10 FT. , SLOPE= 1 . 000% ENTER ' 11G IHVERT ELEY OF OUTLET PIPE= 501 . 50 ELE'. HTION POND AREA (SO FT) TOTAL STORAGE [U FT) 504. 00 16 2 50�. 00 72@o ` ^ . 510. 00 9100 44378 " _ TIME IIII:Lk.1 �ATE �TO1;;;411.;;E, '.*:::::T1.1R. EL.. DT�CHG, 1;;;:f1TE , MIN CU8TC FT/SEC CUBIC FEET FEET CUBIC FT/SEC 5 3. 1 186" 0 �. 7 :I. . !.....i 10 6. ,::. 1222. 2 3. 1 1 " 6 � 15 g. 4 3165. 5 3. 4 1 .7 20 9. 9 5703. 3 3. 8 1 . 8 2� 8. 9 4. 1 1 . 8 ‘, 30 8. 1 9910" 0 4. 3 1 . 9 �5 7 � 11652. 3 4. 6 2. 0 4� 7 � 1�204. � 4. 8 2. 0 45 �. 5 ] 4591 . 7 5. 0 2 ' 1 58 � . 8 i58�3 � 5i 2. 1 55 l �914" 6 5. 3 .;...•:.„ ',I, 60 5 � 179 ;7 . 9 5. 4 2. 1 65 . � 1 ,82;;;;:: . 2 5. � 2 . 2 70 4 � --..,..,'-',47 1,:,, 5. 6 2. 2 ^ 75 . ���� 9. 5 � . � 2. 2 80 4. 5 ? , 1 � 7 ,::, 5G 2. 2 85 4 . 4 2177�. 7 5, 9 2, 2 10 4. � 2�..,..!86. 4 5, 9 2 . 3 95 �" l 22953. 0 6. 0 2. 3 100 u. G 2347�. 2 6. 1 2 . 3 105 3. 9 �3964. 4 6 . 1 2 � 11Q 3. 8 24414. 1 6. 2 2. . � 115 � . 7 24829. � 6. � 2. 3 1203. 6 25211 . A �. 3 125 3. 5 25563. 7 6 . ] 2. 3 130 3. 4 258O� . 5 6. 4 2. 3 1J5 9. 3 26] 81 . 7 6. 4 2. 3 140 3. 2 26450. 8 �. 4 2. 4 145 3. 1 26695. 1 6. 5 2. 4 150 3. 1 269l5. 8 6. 5 2. 4 155 8. 0 27114. 1 6. 5 2. 4 160 2. 9 27291 . 0 6. 5 2. 4 16� 2, 9 �7447, 7 6. 6 '. l70 2" 8 2758� 0 6 � � 1 , . 175 2. 8 27 03. 7 6 : . . � ] 8, ' � ~7''�` � 9 - ^ ^ , , ^ �, � 2. 4 1 �5 2. 6 2','969 . 2 6. 6 2. 4 1 �0 2 . 6 ?7' '5� 3 6. 6 2. 4 j '5 2 5 13',.'...'..'..Y1. 0. 1 6 . � 2, 4 5 �8g�8 . 1 6, i:.:-: 28H7�. 0 6 6 2 4 i 210 � . � 26L:,2. 46 ^ 6 2^ 4 = ' : 2 l 2 f 2'��6 '' � 6 6 �, 4 - _. i 111:i:,', 1*.:11..!;:"; JlES{ ��! � l --: ''H ;� .: REE"I: f-i6HT��ED OUTL�T PlPE YI,LO1::ITY� 13. i FP':::. } �TORHG,E PDND EL!::::VHTION� �0� . � A. � � I