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Home My WebLink AboutDeclez Channel HydrologyDECLEZ CHANNEL HYDROLOGY 14t z I is 1400.529 SOUTHRIDGE PHASE III SUMMARY OF DISCHARGE RATE DISCHARGE RATE DRAINAGE AREA RATE AREA LOCATION (cfs) (acres) (cfs /ac) IDENTIFIER Declez Channel 2999 2020 1.48 A @ Citrus Poplar 3349 2530 1.32 B Live Oak 4275 4130 1.04 C new alignment Live Oak 4447 4130 1.08 D old alignment Beech 3650 2900 1.26 E On -Site East of 950 580 1.64 E Beech Total flows at 4343 3480 1.25 E Beech Cypress 2400 1280 1.86 F PROJECT: ia or,`I e..1 IL DATE: . / .t/e- & Dr ENGINEER: 4 25'2/344 1. Enter the design storm return frequency (years) / vo 2. Enter catchment lag (hours) y3ov ny. Ot t ; .IH =100 3. Enter the catchment area (acres) 4. Enter baseflow (cfs,/square mile) C� 5. Enter S -Graph proportions (decimal) Valley: Developed Foothill ¢, Mountain Valley: Undeveloped Desert 6. Enter maximum loss rate, F (indti/hotai _ • ,5 s 7. Enter tow loss fraction, Y (decimal) • go $ 8. Enter watershed area - averaged 5- minute point rainfall (inches) * • 1-1 p, Enter watershed area - averaged 30- minute point rain- fall (inches)* I o 0 Enter watershed area- averaged 1 -hour point rainfall (inches) * 1, 3 5 Enter watershed area - averaged 3 -hour point rainfall (inches) * 7-"A j Enter watershed area - averaged 6 -hour point rainfall - (inches)* •• 6o Enter watershed area - averaged 24 -hour point rainfall (inches)* e3•00. 9. Enter 24 -hour storm unit interval (minutes) S *Note: enter values unadjusted by depth- area factors - -- ---- - -- SAN BERNARDINO COUNTY WATERSHED HYDROLOGY MANUAL - - -- -- INFORMATION FORM E -28 Figure E -7 u -t w U) 0) C Lij 0) U) C 0 1*1 —j U) 4 2 1.: LL IL L, w 0 0 Ike .Wlre.CA )"CX,04 Z�,u " / CAI pp 'A/^ we OL P&rvl a -4 Wn / �, ,- 03 Ad 54 918 .97 -75 07.3 ,e 0 7 .47 46 56 1.0 ( PAWIP Jv" 00 OZ. 4*4C 09 32, .1)7 -70 Ike c4v 03 Ad 54 918 S4 3L S 0&0 al-ar • ?— 7-44P * ZCP 41-41 j�Lt a F{'OOD FOL'T�i�� L/SAN BERNARDINO COUNTY N-YOX^ ' +*��R[LIMINARY/EXP�P|ME��TAL 7Fk�IO�v^�+ Copyright )583,1986 A6vanc*d [nginsnrinq Softworp (aes) UU N� Ver' 2'7A B�leanc Datr: 1/09/B7 Serial V BETAOU ' Esperially prepared for: DESCRIPTION Or STUDY N�+ NEW PR&. � —* N - W D[CLEZ CHANNEL AT CJTRLJ�� * � NY �� NU� FILE NAME: CITRUS.DAT TIME/DATE OF STUDY: 11:31 3/30/1987 i| FLOW FROM NODE 1.00 TO NODE 2.00 IS CODE = 1 �~ >>>)>UNIT-HYDROGRAPH ANALYSIG<<<<< . (UNIT-�YDROGRA�� ADDED TO STREAM 01) W��TERCOURSE "LAG" TYNE = � ^ 336 HOURS � UNITHYDROGw�PH TIME UNIT = 5.000 MINUTES UNIT INTERVAL PERCENTAGE OF LAG-TIME = 24.831 WA7ERCOURSE LENGTH = i5000.000 FEET LENG�H FROM CONCENTRATION POINT TO CENTROID = 4300.0«00 FEET EnEVATION VARIATION ALONG WATERCOURSE = 100.000 FEET BASIN FACTOR = .020 WATERSHED AREA = 2020.600 ACRES BASEPLOW = .000 CF8/SQUARE-MILE VALLEY(DEVELOPED) S-GRAPH SELECTED MAXIMU� WATE�S|i�D LOSS RATE(INCH/KOUR} = .565 LCW LOSS FRAC�IUN = .508 MODEL #1 SPECIFIED* EP[CIFIED PEAK 504lNUTES RkINFALL(INCH�= .48 SPE[IFIEU PEAK 30-MINUTES RAINFALL(INCH) = 1.00 SPECIFIED PEAK 1-HOUR RAINFALL(INCH) '= 1.35 SPLCIFIED PEAK 3-HbLR RAINrA|-L(INCAY = 7.45 .SPECIFIED PEAK 6-HOUR RAINFALL(INCH) = 3.60 SPE[IFTED PEAK 24-HOUR RAINFALL(INCH)= 8.00 PRECIPITATION DEPTH-AREA REDUCTI01' FMTQr?.S: ' mm` / 5-MINUTE FACTOR = 6910 30-MINUTE FACTOR = .910 1-HOUR FACT6R = .910 3-HUUR FACTOR � .98� 6-HOUR [ = .997: f0, .* KYA&GRAFH LJ57}Nn LIM 375 t UNIT H TTA� I I Q'TE F'%'VA L E; " 1-3 R. i-'i F I i (CFS) 1. A-83 Z�.62. 3 7 . C) 1420. 976 20. 5 7, 2 3'-S . 7 4'-'.Y' 738. 0 7 1 let 71. F13. 2 1 � 9 5 59 3:34 5 4, 4 t L — 7 6... 040 4061.3A4 7 86;. 560 2369.S56 92. 50 1 1451. 432 96 007 056. 525 97: 451.900 A 1 98. 482 152. 12 913. 94E4 7 7 I Z 99.391 1 OC4. 319 14 99.757 89. _ -24 I Ei 99.939 4 A. 612 6 i 00. 0010 14. 87 1 ------------------------------------------------------------- T VCILLIME(ACRE—f�EET) --------------- 646.53:39 TOTAI..;- - STORM RUNOFF VOLUME'(ACRE—FEET) — (,94.-3097 ---- ---------------------------------------------------------------------------- U� ' 500 2.6916 146.73 VO 750 6.3597 -186.22 V Q 1.000 10.3209 193. 16 V 0 1.917 25,3033 200.29 VQ 2 08 28. 072 201. 27 VC- 2^ ""^=5^" 2~`'^~^8 ^-~ 2. 1 ,500 35.0548 203.79 . Q . . . . 2.WS83 36'4619 204.31 . Q 2.667 8�26 2i0l4'83 - Q 2'7t-0 2.833 39.2&69 40.W)45 205.36 2�5.88 . Q . . . . . Q . . . . 2.917 42~1264 42 . j] 3.A00 43'551 Z06.96 . G 3.083 44.9206 207.51 3.167 46.4137 2(8,05 . 3.250 47.8504 238.61 . Q 3. 3 3.417 ' 49.2910 50.7354 209.17 209. 74 . O ~ u 3.500 52.1838 21#.30 . Qv 3.563 -53,6381 21(}.E38 . QV 3.667 5:5.0924 g.',16. 2I1°46 . ` Qv 3.750 ' 552'G 212.05 QV 8.0172 212.63 . DV . . . . . 3.917 59.4'058 213.24 . &V m� 4.000 60.9585 213.R3 . QV . . . . ' .0O3 62.4354 4.167 63.9165 21 5.("e- 5. 66 6. 5W7 7 i i 00 7 167 7. 667 9. 250 7 4.4067 Al 7R.9696 8O.5002 0 756 C-6. 6705 G3.1205 8U.2.`254 89.�853 9�. 92.92O5 94.4959 96-0765 9 ' 99,.25.$B 1 102.4529 164-0607 ` 105. 42 � i 07.2934 I08. 9 183 1�0.�491 112. 115.4773 117.1322 118 7933 120.4607 122.1345 X23.8147 125.5016 127.1930 12G.8952 13#. 132. 3160 134. 0 368 135~7648 . 1]7.4999 ' I Z9,�M24 1A2.7A96; !44.514� � l46.2873 148,0679 149.8565 151.6531 15I.45�0 ,45p. 27.11 1 15 B.9231 1604 622 162.�100 ' 4670 i 66.3331 168.20G6 170.«»35 !7i.9882 _ ^>''~7. E.: �1..� �19.�� 220.87 222.73 �22.92 224. 22$. 05 225.77 226 .51 227-24 Z27.99 228.74 229.�51 230,2B 231 232~,65 233.41, 23A~![8 235.1@ 235.95 236.79 237.'65 238.52 239.40 240.29 241.20 242.10 243.04 `243.97 244.93 245.8B 246.87 247.85 248.86 249.86 250.90 25;.9 253.01 254.07 255.17 256.27 2�7.40 253.. EA 259.70 260.87 262.07 263.27 264_�51 265"75 267.03 266.31 269.6 270.96 32 273.69 275.j1 m . ` . Q V '. . QV �. . Q V � ~ . Q \/ f� W, . Q V . ^ QV ~ C V ^ . Q �V . Q V . Q V .. . Q V . QV . Q V . �] \/ ` ~ � Q v . Q V . . Q V' ._ . Q V . . Q V . . Q V . Q V . . Q V . . Q V . . Q V . . Q V . . Q V . . Q V . . (] V ` ~ . Q V . . Q V . . Q V . � . Q \/ . . Q v . . Q Y . . Q V . . Q V . . Q V" . Q V. Q \/ . ^ . Q V. . Q I V. . Q V. . O V. ^ � 'V^ . Q V. . Q . Q V. . (2 v. ` . Q � V. . Q � V. Q \/. . Q V. . Q V. . Q V . Q V ` ~ ~ ~ - , ° � . ~ ~ ~ � ^ ~ ^ ^ ~ ` ` .� " ' � ` - .. ^ .' ~ ~ ~ � ~ ~ ~ ~ - ~ /. . ' ' ' - ^ � �. ~ � ^ � � ~ .. ~ ^ ^ ~ ~ - ' . ^ ' �-� ' L. • 1 F? . 50K I 2 W. +... p l:.' •..+ n U, 5% 1 V5. a J f 47 r 294.10 n v `)' C.. C �" •`. !' �•• ry i' 7. ` +0 n { 4�� LSD ; a Y r ` 1 0. 7 :: 0 159.63 2 7 7 2 2 n '/ io. 917 20 . V . 11. 083 207. 96 •.:>o 44. 11.167 210.0871 307.45 0 �+ :r.5, 11..'"33 .? :i "> '' i ��t_� 214.3615 �:t'y9 n E�. ".; n 311.67 C; Q. V .,V 11; 41,E 216.. 523 317..137 0 a V a 11 5 {!1_! 2 : 6, 700C) x.16. VN Gl w % 11.582 220.8928 318. _ Q V 1!.,-667: 223.1016 320; 72 G! :: V , 11.750 225,3271 32u..14 Q . V 1. P-13 227-.5694 325, 59 • G! 229. E3293 •y 28. 14 C! V 1.21. 08 234.4025 - a ._ : •" '. y Q V ` ^.67 1, '1 2 36. 71 35 335,571 , . l: r ,°. . V 11 cc 1 241.3716 _�:e.94 r G! V 1, � : 417` 243.71.54 340.33. G! V 1:2AM 46.0715 142.11 y _ 12, 583 < 248 w 444 3 344153 r G? . V .� 12.467 2 _ 347 G' V 12183.3 P.. 5 1 47 S 7 4 .`_ 5 _` n b �.! . L'.�t n .v _ 3.2: 9 1'7 1 L*.w. po o . 259.1494 260.6369 �' 757 . S a 361.18 . 0- 0 V 1 +.. « 2 6 x . S Fy 1 36 CA S} t:.: w V i7 16� � 2651. 6"93C) 369.( G9 V 1 ��0 • . fi i •:: 333 t '�7 .8649 377.61 V i, 3..417, 173.4966 3ey. 19 0 V _ 1 .. ,�i. >�► ' Q76.1610 386. r >~! V a ^< :l83 27S. 8595 Z191 Q • V "• b : i a 5�''1 ='9CJ. 4i' c C! a w r o- �. •,. a • 7 5; 0 1 :. 8.: i �� 8 A ' . ' -?640 E�7. 1'7 ": i 40 %• 07.69 n � � • Co ( • V V 4 1.-". 91'+7 '9 +'.�. 0 :;. 41. -... E?:` i! V 14.1 299.8610 / 'fa> 2A t2' . V « 1 ! >:�. �:5r'9 448.94 0 V ` 1A.333 14.417 1459 _;c :t8.454v 46Z.63 A -0- �..3i3. . G V V . 1, 8 I 1 495.53 C! V n 14.583 315;3711 ` {00.77 Q . V • n 14. :;18,. 9551 C' S�:t rw 51 C! +4% ` .,, 14,750 3;2, 6202 =.Q Q . V ,... y J... 14'.x;._,._ ?26.''631 5,4:7.46 . , 0 V 14.917 3 180 555.40 - J.5. 083 5 3 F. 1 6 75 58 1.90 G! . V . 1 5.167, 19-210 7:42.2176 516AAW 596.79 610.10 V ti. R « AT 16. t.1 L'; -:: �. 4 Y • 7 5 1. 05'5'. r (i 6 G v 1,67 c;;-ti-.5 . 1 ;•t.t,2 16 C)4 4 2 16. f : 1 4 1.62 . 029 7`r' .. t:;1 4 _29 - . OC -. 2466.20 - t ,r A) - s Cl. � C? 1.6.383 A-91. 471 J. 60S. 85 ,,. C) V a. 6. 66 7` S(). =� . 1761 1 : 1 .94 Y . ! + . v r 1,: 7 1E:.�3•�`_� 5 07 r 7 t 51.3. 6876 I C) /1 7. 93 85,5. 9, .L•i V. 16.937 ti t S. 6166 x'15.70 'J. 17. 527 «.6047, 636• F'�,,.w . - v 17 a' = 167 ;.: 531.7267 598.50 (;? .' V 17.250 53 5.5242 551.40 {,x +1 _ ' 17.3•x,!, 17.417 539.04S 1 542.3487 511.67 479.25 G 0 Y w . V . . 17.500 545.4VO4 456.17 0. . V 17. 5Ei 3; 17, 667.. 5 8.501 F-; 551. 41::5::: 437. 27 4 . 57- Q V . V .17..750 554 r x 154 408.04. . C! +. 17. fC33 .: 17..9,17 _ 556.9447 559.60:30 396.29 3G5.99 Q 0 V a V i f3. 000 562.1965 3 76.57 G) V ' A a a OB7. 564. 7307 7:.67.97 w 0 . V Y 16. 167 =JE37. a 360. L? 48" . 3133 572.0492 3 4.8.37 Y Q 1 fl, 417 18.500 574. 4153 !'376.7 343.56 . L •.4rB . 79 C' L' v 18.;t.83' 579. C' 8 -•, :�,°? 3.91. V r t 18.66 7 18.750 '';J I. 31.3w 58:3.5466 328. 96 ;'�: °_4. C! . �' • R V Y V 1 18.. W33.3 . 58 5 - . 7.465 w V i Q .917 . 537.915: 1 .. 91 • G•► V 19.000 :190.0541 1t�.5C; t;? V ## 19. ost 592. 16-1 -4 306.41 Q = V ^ !9.25 °7 . `,t')t) .li . 30 .i 559. 3*_5 6t::. .. r.:,s::; 29 6. 6. 67l 2C7 5 W: j. 07 Q " v - ^ v r V • 5 28 r';:.• 2rte �f 19.667 6f 6.2 '2(:_K_ : , ;x'81 M - . .. Q u r V ` .+ 9. 71.=0 6 ) P P. 1 / Et ? 7 t'.3. 613 C,i V i 9. 837 63 5 ) 4 70 275. 77 . CD V 1 X7.9 f 7 61 1. 272 .96 t? . V. . 6 3. ` . 7880 :?70.2A. V � 2 - 0. ^C), 011.x, 167 615.6:' =11 x:17. 4567 267.61 265.07 0 Q • V V r ':''0. . ;,). 33Y 2C)..{ 6.19.; 26 621.05 622.6 ''.;7 .262.61 260.23 . 25:'.91 0 R . -0 U. a V �f v w Al-9 9. . ''t Q G! V [I 2].�o� ' 21,333 /`i1.43�3 2J� �td 2�!4.63 21.3 C; 21 646.25:`)'U 6 647.836 Q 41--'-.'9'41)F17 228~2� 21.B33 2l.917 652.5227 22�.34 . Q 23.0)0 654.064G 223.91 . Q . . . V . 22,0B3 655.5972 222.51 .. 657.1�0 C2. 22. 2 65G-6339 21c?.79 . g 66. 0.1385 21c-].48 . Q ~ ' . ~ V . 22.417 661.6343 217. 19 , Q . � . ' . V . 22.500 '663. �� 215.92 . Q . . ~ V ^ ' ' 664.5999 214^68 . Q V . � �� ~ ��8 0�Q& �Z��5 �� . . Q ° .' . ' V . . ,22 � '�667�5[3�0 212~�Z7 . Q . , . V`. 2��`'- - 6. 211.10 ^ Q ° . . \/ . _pt � 670 .4319 209,96 . Q ~ , . ~ V . '~ 671`8701 d- 08.83 . Q . . . V . .2�'. ' 673.3007 207.72 . Q .' . . V . ' 23. 674.7238 206.83 . Q . . . V . � 676°1395 205.56 . � . . . V . � � - /67 7 ~ 5480 204.51 . Q . � . . V. 416 . 678.9493 2D3.47 . Q . . ~ V. 235_568 680 202.45 . Q . . V . � V. `'23. 583 681.7311 201.46 . Q . . . V. 23. 683.11!8 200.48 . Q . . . V. 23, 75 0 � 684.4858 199.51 . Q . . . V~ 23 � .B� 68 .8534 1 98.57 . Q . . V ~ ~ � ~'16 687.2145 197.63 . Q . ^ . V. " 0�x0 , 66,8" 5692 196. 71 . Q . . . v. 24.6E�3 689.8981 192.95 . Q . . V . . - 24. 166 691 . 1440 10 90 . i."! . . . v. 24.'2bQ ' 692.2092 154.66 . Q . . . V. 24.3 753% 6q3~0377 120.29 .Q . . . V. 24.416 693.5012 78'92 .Q v. 24,500 . 693.9014 46.49 ^� 224.'5-37 694.8809 �6.08 Q . ~ V ^ V. 24 .666 69-1. 1812 14.55 Q . . . V- 24 75g � 694.2346 7.75 Q 69� . 2632 �. 24.916 694.283 2.94 P . . . V. 2`,0(`� 694.297� . 2.04 Q . . . V. 23.0B3 694.3057 1.18 Q 25.i66 694.3069 .47 Q V. 25. � 2 5C. �94.�097 .12 Q . _ . ^ . V. 4D OF FLOOD ROUTING LYSTS PROJECT: S ov . d cy. _ DATE: -I i/ -; 7)/1' 1 , - ATE: / /I ENGINEER: PGP�a L 1. Enter the design storm return frequency (years) /00 L= 4 o8c 2. Enter catchment lag Choirs) 1 4 S, 550 • t9 //Ds- 977,j_ /j: -. 3. Enter the catchment area (acres) Z 5 4. Enter baseflow (cfs/square mile) S. Enter S -Graph proportions (decimal) Valley: Developed Foothill Mountain • Valley: Undeveloped Desert 6. Enter maximum loss rate, F (inch/how) 7. Enter low loss fraction, Y (decimal) •5 a o 8. Enter watershed area - averaged 5-minute point rainfall (inches)* • X18 Enter watershed area - averaged 30- minute point rain- fall Gnches)* 100 Enter watershed area- averaged 1 -hour point rainfall (inches)* 1- 3C Enter watershed area - averaged 3 -hour point rainfall (inches)* Enter watershed area - averaged 6-hour point rainfall (inches)* � - E, Enter watershed area - averaged 24 -hour point rainfall (inches) * 8 • o 0 9. Enter 24 -hour storm unit interval (minutes) *Note: enter values unadjusted by depth -area factors SAN BERNARDINO COUNTY WATERSHED HYDROLOGY MANUAL INFORMATION FORM E- 2 8 Figure E -7 J 1 1 t /f • A 1 C.40 .01 g P 0, la c rii , -AY'r,!.• licA/ .... \ir (44 -•.1 "Pie „2 I ,- 7; i n ) ' 9, ir0 0 C A Cme/nr) pal- 1 o too-L. tv 1- - ( o4.4f cu/Ao) z • I ‘ . 3 / A 3L • 9 7 • 7 S • 23 1 • 08 98 • 2 • 17 .., .-- - Lt -- " 32 Le • tr • 0.7 ,ee-5. • o t 1 9 .Z. .417 - A . CD-2. oVAc.) - I `" 6 56 -75 • 75' .56 1 • 08 1 si 7 * 036 . i• 1 I I- . . .et. Cz . / A 32 -1 7 -70 • a, • il:./ i 32- ri -a' ••:. 2 `• t i. ) D ifIc . co, i la - 2.6 • , 7 ,,. - •75' , 1 • 1 Al 8 56 •70 53 i I cz - I VAC) - 10 i 56 746 d • N. • 6 / ■ 5 , ' Z 1 . "1 7 t i?.... . .0 5 A 32 .9 7 • 6r . -6 3 . •0 2. ,32. Zr•ZT 1 ' ° 7 Cir.6) --t-H , 1 • zo • 7 2 to, . • 0 3 6 S6 '95" '4$ .47 , , •0Z. ibl. . 7-494. • 36 .._ Cr..., COMM*. . 0, a i gl • ?,5 40 . OS ; .° 3 ! 1 '7 cr I • /0 t 98 ' •1-- -77 1— ll .1 W I 01447:: • I i 4 sz .97 • 4, .10 : • • 0 1 1 311 e.,1•70.5 • a 7 0 0 .,- • ------ t • - - -- cf) rn 0444 T: • o / 48 cia • 26 ? ../0 . .6 1 -. i .97 a) --t ---.. -t---'-- : 1 ; 1 I ' E . / • 75 . a / i st9 ', /6.3t . -., pvialc 4 36' • 93 I i. a 0) , C -t- - I - ---4--- - 0) Pv4/1c. . z,, 6 4) 1 .48 i I • 0 • 415 -02 6/ ', 6.59 I . 1 . . 4... ...— i I •SC, 1 - a 0 , , .0 .4. 3 i oae t • Zo .C3 Li, 1 • 56 t I . 0 6 •? 1 oi 41 • S'1 cn c _ ---,---- ) 0 0 ...1 w n1 y =. - 4 111 ....) y (l) u • ■:. a < k W 0 0 4" i; 4: - 1 Y I PR F- L I :N Y 1\1 A.R 1V E X F ETI. 1 lli-i".114 TAL_ l )Ef I L; i; - Cld!wyr i qf It 19( Aclvancc-d r.n q i ne-c-'r i rig Sof - -wtv - P �zes, c.-r. 2. A F.o3.E-- Datv: 1/0 SerizA. *I ki-lAl"12 Especially pr E�piarvlfl f or—. PE TEf. SITE E )AILUATIO1 DE-BGR -IPTION OF STUI Nf`.'Wf DE.(,'L,-EZ CHANNEL _ AT POPLAR fJLE-,` 'POPLAR. DAT T I ME/bAtt,& STUDY: 3 1.-27, 3/Z- 196 X J ; L6r o f c c i s rr 1 TiLiJ NrJLE 2.0-0 IS CODE I ------------ ----------------------------------------------------- (LiNIT-HYDROGRAPH ADDED TO STREAM #1) "L.AG" TIME .301 HOURS WATERCOURSE UN I T HY ROGRAPH TIME UNIT = 5.000 f IiNUTES U&I INTERVPL FERCENTABE' OF LACE -TINE 2 1 EA 6 WATERC0 LENSTH = 1. 80 000 FEET 80. Or -T LENGTH- FRLDN C0NlCENTRATl(. P011 Te CENTF.mm 555 ).-.k DO FEE f.:.I.E. VAT ION VATRIATION ALONG WATERCOURSE = 11 FEET BAS.IN FACTOR 011 ° ;W-k AREA 253(). 00C.) ACRES .., BASEFLOW .000 CFS/SQ;JARE-MILE W-A-LEY (DEVELOPED) S--(-. .)PH SELECTED 5 4 0 jVJ L 0 a' F r" A PE C F: FV l =I `J-111NI- f 1E A V 10--lytINUT ES ILL(I14CH C-0 SPECIF TEED f-`EPK j-HOUR RAj*f-. 1. _;•i S, PE C I F I E I P E 0\i.,:'. -.3-HOUR RAir (INCH), 1'. 4 SPECTFIED F • -HOUR RAINFAL.L.(I INCH? . = ,60 S1- PF- AK 24-HO_Jf- RA WFALL (INCH)= 0. 00 PREC I P1 TAT 1014 DEPTH-AREA REDUCTION FACTORS: 5-MINUTE FACTOR = .."A.-MINUTE FACTOR F-187 fACTOR = .81-17 f {' - -} JR FACT(lr V 2 6-1-40UR FAGI (JR JUR Ff, i XNAL 1 NTE IF 5 6 `MFIF - ajz�w -+, MLA!J VAIAJES ------------------------------------ 3. 1.274 :. 011-4 30 4"95. 51 5 47. 92 1. - 9 5469. 6Q 6 65.675 5 4 3: 2 . I i 1M 5 78.:92*7 4054. 62 1. 8 S7. 36o 190 • 9 92.420 1548.273. 95 991.799 97.'521 568. 963 98 .304 239.687 98.114 125.31 14 99. 1 - 12':5. 340 15 99.533 i 25. 31 4 '.16, 9 9.943 1 '::5.31 17.550 ------------ — -------------------------------- --------- ------------------ TOT#;t� VOLUME (ACRE--;-FEET) 797.4256 .-TOTAL, �TORM VL UNDF DLUME(AUZE-FEET) 880.2137 -------------------------------- ri`r'D R0C- 3r°tR')r IN I`zVE- 'fi''1INL1T€ _.INTL:F*% L.r; i f:r {M '.'0 UVIL f A t (cr") -0% . 05(".. 0 171 ;_, . 2 c'j . 16:x' . i.:� `�;':j 1. . 6t C! �- J 39 2 . - _ . ^927 73.64 G .4i7 117.54 VD. CIO 2.8126 4.1489 161.24 194. 02 VC! V ' V 5.6 :501 215.'08 V 0 .75C� �833 7.2000) 8.8280 227.94 236. V Q V D a C47„ 10.4vi10 241.47 V 0 .. I . 000 00 1 ^ . 1709 x 93 V 0 1 • x18 1::. ref-)17 2'45. 49 V C 15. 5632 247.06 V 0 " 1. 5 0 17. 275 248.63 V 0 is. 9987 }50, 21 V G! 1';.4].7 20. 7269 250.93 V V! 1.5s si 22.4591. 251.52 . VQ 1. 503 1: 667 _ 24.1954 2 5.97 252.11 "5 := 7 f= .VQ . VQ 27r 6i=tOA ..'_..t... LI • VQ 29.4291 253.91 . VG! 1 ,'917 31.1821 254.53 . VQ .. 32.9393 255.15 V Q f 2. 08'3; 3 4.7007 255.71 a V 0 2.167 - 36.4665 256.39 V . - G - .� " +8 . 27 2 i .. 7. 0 •_} V - r 0 a rt 2. '_ 40.0112 257. 66 w V Q .< S". 417 4 1.790 2 258. •M . V C:! w ' . WI-17 47.1541 260.27 Va 2 8 wT'_I I. 7 5 2 E) 1 1 2 6) . . 6 ` Q 4 i 1. 7 r r . .+ . " 000 Vg { f;j.:1 Set. 1 � [ ".. �.:� . &3. t= r w VQ i - . 161 5 . C)(.)6 264.31 . VO 1 . 0! 5 -67). G5 . V . ■ . _ .. 61.. 662 265.75 VG! � ` •„ • 4 17. - 6 3? 4 S 73 . 266.47 F {: 5::! ' • .. � , ` - .. E.'f.!O 65. •.yeti r 4 267 1 8 ■ VQ w • w c . 58 67.. 1.826 26 7.9, . Q 3.667 69.0328 328 268.655 C! • ... :x.750 70.8*88i - '69. X19 . . " G - f 3 w s„ ; ,♦ 41 . ' 9 17 7 2. 74.85 741 6 1 /x' : 2'7Q 14 ..:: f 0 . 9 0 o t� . a -0y(! .. 'iZ 4.833 Y5.4?4l 4.�17 9�-4263 N� 5 003 9�.36�3 . '`~~ 5.0O3 101.�0G2 5.�6� 103.2582 5.250 105. 144 5.333 1O7.1��6 _ 5.417 109. 1451 _ 5.50O 111.119? N� 5. \13.10 10 --- 5^�67 15.»885 to 75)() 117.0826 119.0832 5 ~91 7 121.O904 ` 6"W00 123.1044 1 12 131.. 2290 133 - 77E; 14 545a 6.'517 4 7247 147. 82 7.167 152.0514 16'2. 7564 7,60 1-64. 9250 ?*750 167 10C)5 7. 917 1,71.477V a 083 175. Scl 16 8.5: 83 189.3611 8.66J J91'6408 � ~~ 1�3.9309 8.833 196.2:1.14 N� 8.917 198.5427 y- 9.000 200.0648 9.083 203^1979 9~167 205.5422 v/.250 207.897B 9.333 210.2650 9.417 I12.6440 N� 9 .50O 215.0349 217.4380 X 19.853� ` �7�2.�� 3� ' QV ' 282. 2v 253.14 ~ Qw _ 284.57 . QV PV 286. 73 . �Q 2O7.66 2005.��9 289.54' . Q �� ' 29(),49 , [2 \/' 291.145 ~ 0 V` 292.43 W ' 1� /� ' ' 293,42 ' ° ` 294.41 . 9V 295°43 ^ Q V 296.44 . Q V 297_48 . 6] V 298.53 . Q V 299 . Q V 300.65 . Q v ' 301,74 . Q V 302.B3 . Q V 303.95 . Q \/ 305-O7 . Q \/ 30b.21 . Q V 307=36 , Q V 309.71 . Q V 31(l.92 . Q V 312.13 . Q V 313'36 . Q V 14. 6 Q V ` 315.67 . Q V Z,17.15 . Q V ` 318.45 . Q V 319.76 . Q V ) - 321~11 ' Q \/ 322'45 . Q Q 323.E3 . Q V 325.22 . Q V 326.65 . Q V 32 08 . Q V J29.54 . [] V 331.01 . Q V 332.52 . Q V 334.O4 . Q 3:35 60 . Q V. . ' .. . ��37 .I6 . Q V. 33B.77 . Q V. 340.39 . Q V. 342°,P»4 . Q 343.71 . Q V. 345.431 . �] V. ~ 347.16 . Q V. . . . 342, 93 . Q \/. V. 56 �i:r.C... i .... t.. C.�� r, 2. :�„ •�'.:!�,t :;',. r °r, c,frr C) i j J. r.r a 58 r.. 2 '�• l . ; t, r �:, r .V IC �.B�' -e e- .gyp i��: `: ti 7tir�,�; G .v l.► »917 �. ° �E .... 4V QIJ i.I . C)8:71 2617. C 40:j 5 ::.e _ Y ( . ' r' 1. 1537 7 7.9 4. a 0 IN 11 -417 2 E39 21 397. 62 C;! .. V i. ,• :, 276. '6497 4 - 0u0. : a V r ,1. 3 279: 4272 40 - - 3.2 9 .. 0, .. u • ;. 282.. ^.+x.248 406.21 .' 4 - '� 285.04 33 . 409.24 L? V . . 28 41 0 r_ Y Y r r 1. 290. 7446 - 15:50 ' . 0 . ' tit ;.121. GCloo 293. 62 85 418.74 L V . i 2' (1a ' 2 9 6.5348 A 21.9 9 Q r V 12.1 sJ 299.4622 425.06 .. 2JG .. ,_ 427.75 0 v 305 . - 4 30.2 1 4':;; A 7 '- 3496 432.50+ • 0 ,;3 -11.3446 4 34.8 (? v ,. .: 12. p Y ..:_�`+ 'T.,•.J 77 4 37 . 79 • �� r' Y • . 12.467 ' :=17.3962 441. 19 Q • V. i'. l+t r� +.±. 46.�Y.. 445.0 C1 w V n 12. B. •�s. • :2-23.5564 .449.14 r Q V 1 2•'9t7 3.'cloo - ; 26. 6B = -'U 329.6353 4`:3.54 .. 458. 14 0 Q v p V 73..Cis: 331. 0 462.99 . Q v 1:7t. 1 6k 336.2468 467.97 '0 V t 2*0 339. 5056 473. 18 Q V 1 3 I-s 342 4'78,54 a V i 13. 417. 4�,. 136r =r 484. 19 G! v - - 13.`5 T,49.5108 Al. 9t). 0 2 0 V ri- ?s 4S6 iS, C! U 17 667 356. Z 89 S 502. X1.8. Q U ' 1 ; .: 50 _. 59 ..134'•1'`7 1 509. 15 G! V 1:- + � ••°_ . �•3 " . 4111' - - 5 a v Ali 7 - t.);.53 `.:': �. 7-6 . t:i n v . mot . t_r(NO 0 . 7 1 ...' }•.: t « r 94 t - v n - - { .; 4. OEs 3 ' 5 •9 . E 7 .. 22 5:5) 1. 25 C °» ') 14. i. -v.�� tiri..i.f .- 1 r..: �(.:i�.4'. . .. �' t • Y ^ 14.7575 86. 1714 `,86.46 [? . ' lj 14.41.7 _ _ : -YO. 3.6 - 3.8 6013.. Y 0 .. _ v 14. .d(. 0 7,94.7114- 6.11 -. 27 .. -0 14 . 83 399 r 1969 651.310 r! r V r 14.667 403.6005 668.44 G! v . . _ 14.. 750 10 6- V, . 14..0;37; 413. -3, -." 2 699.08 G!, r U !.k'• 9 1 F ... r %;1.�: .-?.��. 71.4.._::: G' � 1 . 1. 5, 000 729.52 0 v. 14 ?t'n n.Srf:,9 7 j 45.9 7 U) . v •� t.•• !")A' • -r i'Y• l..i,t.: �� . [ {.1 :', . : ?• M �i . V b Y i:1 d J :}'. y t:) J. 1 . i w • e , i J 5, 9 ,;"Y 16. i?{ 0 4 t 1 1 tiC776 iii' 4 , 1 Fs r 11- 5 t-5 t: . w y 16.'25C 16, 417. 526.OYB ' ,. C } 71 . b3'.`;�r' `?491 _ �`��+�� . 1 E) :.. .�� } Y � 1 6 16.5:3 " ~_ E 1. J w 63 C)F! 3209. 0 1 25c,5..6 r _ V, Cl J ( 967.7 � y J. 6.L 63''; 6AA. 4'426 1271.55 - C V. 16.. 5' 3.7 65j I.820 _; 1071.24 , - Ci V. . 1 7. Cloo 658. 12*37 915.25 �' . _ V. L 17,.083 663,9008 669.4 :358 E3383 02 SC .b8 V y ,:`.N 17.33' '- 679 684. ,174,x) 76,51:,4:_' 721.02 a 646. 36 . V y i1 Q s Y G! • • V 17.5 c7 : .68-9. 2971 605.06 G . V 1.7.58;:;. 6r'2.; 2:647 576. 16 • C • - V 1.7.. 696. 073,8 553. OS 0 . V 17.750 5;3. G! . V 17..94 7 lS:060 . 699.7465 5.3011 '7 706.7 ,•37 1 710.'1170 516.14 5 w 1 488-36 C' C G .: .V a . . V V 18.08. 7 476.77 L? V - ISO. -167. ' r0. 716. b1. 18 719.7 466.25 457. G C V . , V L 1 B. :Z5_ 3 7:x'2. 8504 440. 9 V `.18.4117. 725.8923 1 :41.68 r± V - ' 5oo 728. 88� 1 4.5. 14 0 v . 7 31. 8416 428. 71 Y 0 , � V = 18'.667. 7:54.7501 472.31 . G! V IS. 93.3 7 P.61. 52 740.4384 416.%2: 409.93 C (? • V w V 1. a. 91.7 7 2210 1104.04 0 L • , '.t ' 19 . (100 19 0 8:7, 96-16 744 r 6707 3 98.37 392.92 w 0 Q . V • . V ' . 19. 167 751.:_411 3 °7.7'75 C . • V L i < , 2 75 =S.. 97 3i -e. 3 77 C? w w V 1 Q . A• 17 ' 19. ` of-) 56 5x-! 0 7 . 7:'.)9 . a `.� 'f -, 76 1. 6942 7 �i w ?7" . 44 x 03 L`. � V � V. w `�' • • _ w t o • v j 1 1.9. 58= 19 667 19.750 . 6.1 . 2 s_r65 76t:1 .6909 7 ,9. 146:: :36 80 36s -' • 7' r 56.81' C C C! V w V M V j J k9.833 J 9. R 17 . 20_'000 77 1.5796 773.5'858 776. 2:677 353.03 349. 7,45. Ski C Gt V �:Cy . 083 778.7261 4. ^••_. 45 V "Mi.1b7 781.0619 i9. 15 G•: V ' 2 - 0 _250 �783 r x1757 335.96 w l'.: ► 'r . Y ' �' : r't).417 '20.500 21*);, 50 0.66", 785. bb 32 7x17.9 O 79::1. 1918 792. !' '32. 87 3 9.87 • '26.97 72=4.14 G9 C? Q UA w V . V L - V, , U � <�� ' ' '��].4351 253.39 � Q '` ' 23 �&6 B�/{;. 1720 ��52. 1�� . Q . B . . ' V. ~ ' ��1.9�O7 253 .01 . Q ~ V . ° . _ - ' 24�(�8�� 873.6000 246.73 . Q . `� . . ~ 24.166 B75.2191 235.09 62 Q . ~ V_ 24. |Z�0 876.�552 208.�3 . Q ~ V . , ^ 24.333 22. 167 83 1 "549 282.41 v �4,416 22 417 22.,500 27'. 00 23.666 639a, 4 1 E33 841,3061. 650.5076 861 864.5365 275.71 274011 266. 258.40 255.S6 . \/ , , _ V. v v V. V. V. � <�� ' ' '��].4351 253.39 � Q '` ' 23 �&6 B�/{;. 1720 ��52. 1�� . Q . B . . ' V. ~ ' ��1.9�O7 253 .01 . Q ~ V . ° . _ - ' 24�(�8�� 873.6000 246.73 . Q . `� . . ~ 24.166 B75.2191 235.09 . Q . . ~ V_ 24. |Z�0 876.�552 208.�3 . Q ~ V . , ^ 24.333 877.6]486 173.2R . V. �4,416 8713 �358 ~ 7�. 12F 81 �. ', Q \/ , , _ V. 24.500 879.320l 84.G5 Q �4.' --- 879.67EK3 52.08 Q -' ` 24.'866 87'��.8�40 31.24 Q V 24.75O B80.0230 18.77, 0 . * . .� � . `- = 24.833 8S0.0969 10.73 Q V 24.916 8G0.1 3 V1 ' 8.13 Q ' V Z5. 00� �lQ3. 16G0 � 4 . 19 Q . V ` . � , ' . 25�083 EK]O. 1893 3. 17 Q . ' V � ' , V. ' 25. 1�6 880.2047 2. 18 Q � V 2- . 350 ��80.2125 1 ° 15 Q V. 25'3Z3 880.2135 .14 Q \/ END OF FLOOD ROUTING ANALYSIS_ ' , PROJECT: - fi DATE: i ' � J ns Q 6^ r r. 4 — C Jr � ' w a N, ENGINEER: G` -' '' 11 �; c" v( 0 1. Enter the design storm return frequency (years) too 2. Enter catchment lag (hotrs) L. 2Z b ° ° iv= I \Aoo t •001 + \sa '13 3. Enter the catchment area (acres) _ 333otSoo - 4. Enter baseflow (cfs/square mile) 5. Enter S -Graph proportions (decimal) _ Valley: Developed Foothill Mountain Valley: Undeveloped 0 Desert • 6. Enter maximum loss rate, F (inch/hour) • k! 8 3 7. Enter low loss fraction, Y (decimal) y y Z 11. Enter watershed area - averaged 5- minute point rainfall (inches)* • 448 Enter watershed area - averaged 30- minute point rain- ' fall (inches)* \ • o 0 Enter watershed area - averaged 1 -hour point rainfall (inches)* ' • 35" Enter watershed area - averaged 3 -hour point rainfall (inches)* Z- y S Enter watershed area - averaged 6-hour point rainfall (inches)* 3 • 0 Enter watershed area - averaged 24 -hour point rainfall (inches) * 8.0v 9. Enter 24 - hour storm unit interval (minutes) j *Note: enter values unadjusted by depth -area factors SAN BERNARDINO COUNTY WATERSHED HYDROLOGY MANUAL INFORMATION FORM E -2 Figure E -7 SHEET NO pF ,108 NII.`�.,_BY ASL Consulting E SIGNATURE AAT E.:R•" ' ' SUSPECT b�t.:.l.R.L- tjj-. LA * .1R OFFICE ;�' SRb.�C/l�d y IIlL',� a�r'._:��.r+GL�j'ir4� DEPT CA a - 1 tG.^8 U 5e- Fy a 1 &+R �•Ye> c� 1 �.��e ar} fo-L �XAc) C) •'a� A 3L -t7 40 •i!3 .07 S3 SE'S C66� rf •cb A s2. -97 •ES RIM got - AV =., space . L0 �._ T. •� . yids Area _ kruray 4 l Ad�r.a`"�ed lv�; �c3Tc . � �nc1.�l+ae SHEET NU of JOB Nt)-SY ASL Consulting Engineers EtGNATURE SAT S WJECT OFFICE OE'T �!fd1OOL Aar• -c Lo. ncl toe- Ayr-4L .�O ; �- Pwoft .00"bw J►r� c, rec`T'w+�roWP tCw� S �itetd ;cTior► 5 • ,�,, . • a 5' A 98 • La .17 J,S -0& . .07 • . -0/ .07 Ct.•g � .o 98 .n 5 $ ''b 7.8b •36 o z . . Y8 •LLip, - .97 • o�7 /1 .��r i -te 60 5 (5=d� • 03 8 98 ao X17 . 0 6 $ S6 7-l3b •3b Z L A V *to .. •4 ? off.,• a,Pace. . Z a $ �y y�`� •Sy P�bL;c .03 /1 38 �6.3Z .i3 �{ ( PAN.- •tS� p t •$ 3�.pty� low Loss FracMioA s Pi y - �" =- - = 5m Ea== Af SAN OERNARaNO C LINTY -- — 1 - R7W I R j RSV. VALLEY AREA ' X, -100 YEAR 6 HOUR "no a6 V &Dc. won . Out t. WIFI A DD h! T Ru I 1 MIT i OI►TE 1962 V-4 i •z 1a /6t 110 taw No wo -I 6 .6 1! ± -1 — — r 3 -. . ..' . + .� i FIGURE B -5 — y ~ 6 a S .9 ( 2 t 2 v Iii I { f • — / ..S , 6.0 _ — iv = v I I !2 •6 •.oT C, , 6.0 1 MT ••.. Oh A'• '4 1 6.3 .. 2N I R ^ 17 `f. � • \' _ (? - Tom- � � ... -, + - - - - . 4. Xr- UPLI►ND I r r CLAVAUMT • +wa R 1 A JeT 0 TO E. -_ - -- + FONTANA -- - - TIS _ ONTAR103. ! ! 3.S t OLTO s , at 11It i t I -' d"` ARUM TeRR.IC T - CHINO : -s tr - - �•--+ - - - T2S �- - - - - - -- -; - - - - • - - 1 ER I D E ' . r I i N �•r --' I r R `I - - -1 -- -- - - -- - r- -- -- 1 - --I -� - -R5W I I MS•w � 1 I T3S r -1 - - SAN BER R 8 4 R R6W HYDROLOG' VALLEY AREA ISOHYETALS Xo — 100 YEAR 24 HOUR iii sl IPA wpm NOW rAl IsAwlimmmul WARM � ONE. SAN DERNARDINO COUNTY 1 R7W R6W R5K' F. VALLEY AREA ISOMYETALS YIo -100 YEAR I HOUR MSILD ON N.SDC, Moo. MULS t. WS S Mt1'IWCD f'r + r[n w oil ter- .�• 1 i 1. — ,. ,, . J . ,, y [, .. I 4 ' p117E S'Gtt ILE MG cook MO ° Isst r.a[a ww� s r It ;I < . -. FIGURE 8 -4 Ll I, 1 54 s r Y i�h •. 9 I - ' j `f '• N r . -- - -- � i - C. - - ,7 - P a € IN it- 4t In TIN — i� jr 4 •• UP r a ? R I ALT a..[�T T Cu It «w CUCAW • �.. - ON TAN - •' �. T I S — - — - - .� • t T COLT.ON� - ONTA (Oe•'' • «t« . .• Ij • Y111M T[.� T c o •• T2s Y t I ERSIDI y �,., w " was/ ••� •'� ��. i N .w ' T3S - - - •- `" SAN 6E1 • HYDROLO w W •• ..........................•• . 1 f / /f��fltl�f■ 1tt /tt��ttll tltlllt INNI fl1 /// 11f /�1tflfltltltl�fttttt /NU1111f / tt�tlll /1 1t/ Gi N - pr Sri AND ii N 3: ?' is !4 34 ' �: 9E ik 'r: ? K k fi Y y« j ! E... •)E # tri !4 + ?. Y !i ii # ! it Y'..k !{ } t: #. tt •F .� t . y �.. , .k r .F ..x .4..} ► •Y F. f s( F L._ 0 0 ri R C= !_ ;�i I i�iC-i i.?F:r- �t•!� ?r::' z� t�a DE:F•i1�li�F�:L� I t�: 3 i.�t:.l % ±!�.fTY LJi`v I l "._F�,1'UF:f �i }f �:i•31 "' #i t 1 ��:''L�t� !` =t�!`•,1.�F•?;_ ) . s.• t:• �:. F�' F�iE: i._ I! �i: ti• f; �r4' 11= }:i'E:.!'::tt`'iF.�:f•l1�'�,L.. VE:F-i..i:t!_t(.1��:� - Copyr 1V06 Advanced Enc;ine_eti ng So-Ctware? (ass) .._. 7A Release Date.; 1/0 0/B7 Sfxr j al # FFL14-40E EF.•Frec- i. akI l y Fir cpar f or ' B ETA TEST C ITE:'. E:::VALU�')T.10 N ONLY � DESCRIPTION OF STUDY'*************************..* _.� THIS IS THE NEW.FRG. THIS IS THE NEW DECLE! CHANNEL x THE PEAK Q OBTAINED IS FOR THE ENTIRE BASIN AT LIVE OAF • �t•Yt•�F••r:• # ., E ..�. #• �� .� ?F•3E •K• dE •lYi�• # �• i�•- ?ri• -?E �4•?F -� •x• �! •!� �f• •#••y •�. •t�••� �•.� •�!••1�••�• �•�4 3�• iF •l�F •�iF it• aE• •!F �E •�6 •!f �E iE it• if•i4 � •1�• fit• •� •!F• •?f• #•�F �4• �[• �4• ii• •j •tt FILE NAME.: NEWDEaC. DA1 T IML' /DATE Oi= STUDY: 15: 2 ;: - -- ' 7. , ' 19 3? V LOW . PROCESS FROM MODE 1.00 TO NODE 2.00 I S CODE = 1 --------------------------------------------- ----------- _________ ______ _____.._ > > ,• > >UN I T- HYDROGr:APH ANALY S I S <:: <: <:: <: <:: :L. kl I T- HYDROG -RAP1 1 ADI DE D TO ST REAM # 1) WATER.C.'OURS *E " LPG" TIME - . 543 HOURS UNIT T H'Y L)f=:C3tY RAPH TIME UNIT = 5.000 M 114UTES Ui I' T INTERVAL PERCE -NTAGE OF LAS-TIME' WATERCOURSE LEt<C l H = 22600. t:.r00 FEET LENGTH FRO!'1 CONCENTRATION F'O I N`I' TO CEN'TRO I D = I 190b. 000 FEET ELEVATION VAR I AT T ON AL ON G WATERCOURSE = 159. 00 FEET ... ERAS I N FACTOR - .019 Al :F:A — A . 130.0 00 ACR 'E: — 'i Q : 0 C; - C_: /Lf - ;tt, AF E - -M 1.L E ;. V(-il .L. EY .' ["E .DEL .Oi =°E D ::t- G *•:E�F`F ! S :..L.E:i;'T E �:, t °1Fi:: It #Llhi 4dF �'EY.'w Fi.I:� L t.:3S0 FfiF:1 ET ! 1rit:.H /Ht:34. #F;) - • 4•` =° L:i. W L_01.5 S FRACTION 442 ' MODEL #J. ;:FECIF'IEIi•_ t S4�'CCIF'IEIi'l1=ll:,: 1•-11NUTES R'AlNF *ALL <IflJCH)= .4a, SF LC': I F IF D FEAt': '3'0-MINUTES RA INFALL ( INCH) - 1. SPEC I F i ED F'LCAt*% 1 -HC7UR RAI = l.'35 9- F I F I E :D PEAF - -:: 3 ••, -HOUR F.A I NF ALL (INCH) = 2. 45 SPECIFIED PEAK 6 -HOUR RAINFALL ( INCH) = 3. SPEC I F I ELI r EA'r : 24 -HDUFR RAINFALL ( I NCH) = 8.00 FRFC1 f'ITr- I Di::F'TH- -AREA R DUCT" ON FACTO Ci: ;_ MIN U I E•: FACTOR = . 3 + NUTE-: FACTOR ;... ul Jl W� UNJ[ HYDRURR�PH DETERMI�AllO!� ' 2. 963 1051. 970 6 35.789 5448.981 49.406 6800.998 8 62.052 6316.359, 9 72.737 5336.747 10 �1, 80.719 136.646 3906.793 2960.268 12 90. 5 1955.677 13 9:71. 571 1.503.175 9 5. 643 1045.175 15 97.024 679.720 16 9B.010 492.540 17 96. ZA2 165.920 19 98.91B 143.830 20 99.206 143. 7CA- OTAL STORM RUNOFF VOL WE (AUX-FEET) 1574.6520 ' `~~ 2 -1 - H 8 U 1 S T t] R M R U N O F F H Y D R' O C R A F (i ============� � Q(CFS) 0. 1075.O 2150.0 3225.0 4300.0 ~083 .0I69 3.91 Q .167 .1185 13.30, C .250 .3493 33.50 Q . . . . .33� .8241 68.95 Q .417 1.5894 111.11 VC! .500 .2.' 10 159.96 VQ .583 4.2129 220.98 V Q . . . . .667 6.1261 277.80 V Q .750 8.3714 326.01 V Q . . . . .833 10.8665 362.29 V Q .917 ' 13.5451 389.51 V Q . . . . 1"000 16.3577 407.62 V Q ` 19',2651 ' 422.14 V Q . . . . 22.3431 432.42 V Q ,1-I50 25~ 439.47 V Q `1.333 26.33t6 444.86 V Q 1~417 31.4146 4-17.37 V Q 1.500 34.5116 449.68 V Q . . . . 1.583 37.6247 452.02 V- Q 1.667 40.7538 454.35 .V Q N� . �.750' 43.B992 456.71 .V Q 1.833 459.06 .V Q 1.917 50.2367 461.14 V Q . . . . 2.000 53.4201 462.23 .V Q N� 2.083 56.6112 463. 35 .V Q 2.16� 59.8099 464.46 .V Q 2.250 63.0165 465.59 .V Q . N� 2. 66.2309 466.7 3 .V Q . . '. . 2.41.7 69.4532 467.SB .V Q 2.500 72.68"4 469.07 � .V Q 2.5O" 75. 9216 V O N� 2.667 79. 1681 471.37 . V 2.750 82.4227 472'56 . V Q 2.833 85.6854 473.75 . V i] N� 2.917 8B.9563 474.96 . V Q 3.000 92.236; 476.17 . Q N� 3.083 3 16�7 95.5239 98.8203 477.40 47E`.64 . " V Q V Q . { 3.250 102. 1253 479.89 . y Q 3.333 105.4390 481~15 . V Q ' 3.417 106.7814 482.42. . V Q 3.500 112.0927 483.7() . V Q ` 3.583 115. 485.00 3.667 118.7821 486.30 " Vry 3.750 122. 1404 407.63 . VQ \ - 3.D33 l��5.5079 488.95 . VQ i2U.8U46 mm � � 4. 61'..' ' - �3). �� 3.(�� A 5 f 7 0 4. 7 50 1 6' 1 t� 4. 6 4 It It i 9 -A P 4.917 170. - Q t ()00 17:'..:. 664e L,JOS. 97 Q 5. 0 U C 6 1 5 52 ICI� 5.167 IS 1. 1 2 . 0 7 Q 5, 250 18 * 2447 1 -__ 6 A C-1 5.333 167 . 7 9 - 1 515.22 a 5. A. 17 4 . 91. 7.5 5 1 8 - 7.' GI 5.500 19 5 Q 5.503 19E. 5050 52C).09 QV 5.667 '2. OV87" 2 0 5 `f.'I . 74 QV 5. 750 205.7031 52-3 42 CAV 5.917 209.3196 212.9478 525. 11 526.92 QV OV 6.000 216.5680 520. 55 ov 6. 083 '22 0. 2 4 0 2 530.30 QV 6.167 223.9045, 532.06 QV 6.250 227.5913 533.B6 ov 6. 7 2�' , 1. 2704 535. 66 GN 6.417 23A.972*2 537.50 U 6.500 2tB. -6867 53 35 CA v 6.563 242.i�142 541. 2 ov 6.750 246.1546- 249.qOB3 �A3. I I 545.04 ov ov 6. 83M 253. 546.97 ov 6.917 257.4560 548.94 ov 7.000 261.2502 5r,".o. 93 QV 7.963 265. C1584 552.95 OV 7.167 2 554.98 QV 7.250 7. 333 272.7170 276.567e 557.05 555.13 ov GI v 7.417 2&0.4332 561.26 a v 7.500 7. 563 2 6 4. 13 4 26B. 2085 56". 40 565.5B Q 0 y v 7.667 292 11 Be 567.77 Q v 7.750 296.0445 570. 4" 1 Q v 7. 833, 299..9857 572.26 Q V 7.917 303. V421 574. 56 Q v 8.000 OT. 9 1 I_/ 87 Q v f 00 [3. 167 3511 9049 315. 9 105 "'Pi 2A. 56 1 .61 Q Q v v . B. 2 3 19. 1 4- 1 9 t_564. o4 01 V . U 3 3 7f; S. 4 1 7 .3,23. 9720 0265 '.:5 S 6. 4 9 580.99 Q Q v . v . 6.5oO 1022 5 1 . 5 1. 0 v . S. 583 _3-.6. 1931' 519 4 . 0 a CI! v . 9.667 _15 - CI. 3 0 3 11 596.6e 0. v . S. TIC) 344.4-307 599. 33 Q v . 8.033 348.5767 602-00 0 V . 0.917 9. Oi1c) 352.7416 336.925A. 604.74 607. 49 U! Q v . v . 0 OB3 36 6 1. 0. 31 Q v . ?.167 365.3314. 6 1'. 1 `3 GA V. 9. 2t5O -"3'6L?- 59 .2- 61.6.06 C V. 9.3 7:573. BL57 6 1. a. 93 v . 9. 1 1 1 :1. 7521.9 v . A4 5 '��25. v tj V� j� 10.08 4:1 J C." V . N� 1o.167 10, 250 ^J7.631 4 191/' 6[,1. . 654 . C Q Y . N� 10 4�6. 726? ` 658. 53 . Q V . 10. 4l7 431 . 2B78 662. 24 V ~ 8745 6tY3' 99 . Q .V - 66'9. 65 V . 10.667 445.128� 673.75 . 0 ` .V . 10.750 449.795B 677.77 . Q .V . lo. 8::,7, 454.q916 681.83 . Q ,V . 10. 9.17 439.2161 686.01 . Q .V . 11.00C 11.083 463.9e, V8 468.7535 690.24 . 694.59 . Cl ' Q .V` . .V . 11.167 473.5677 699.01 . Q . V . 1 1 ° ` 478.4-131 ?03.56 ~ Q . V- 110333 . 290 3 708.17 . Q . v . m� 11. *&17 480. 2003 712' 93 . 0 . \/ . I1 500 493.1436 71 7.76 . Q . v . 11.583 498. 1211 722.74 . Q . V . N� 11.667 503. 1335 �27.80 . Q . V . ~_ 11'. 750 508. 1B18 733. 02 . Q . \/ ~ 11.B33 513.2667 738.33 . Q . V . N� 11.917 tj18^ 3893 743.61 . Q . V . 12.000 . 523.5505 749.39 . Q . v . 1��.{�E[5 52 8.7510 755. 1 1 . [i . V . 12'1 760.66 Q . V . 12.i2tI> 539. 2712 ' 766.67 . Q . v . 1,: Z 544'5907 772.39 . Q . V . 12.417 549. 9505 77B.25 . (] . v . 12. 500 555. 3510 784. 15 . Q . \/ . ,t83 560.7926 790.13 . Q . V . 1�2. 566.2-769 796.33 . Q . V . 12.750 ' 571 .8066 802.91 . Q . V . N� 1'`` 8 3 3, 577. 3840 809. B4 . Q . V . 12.917' 583.0120 B17.18 . Q . V . 13. oclo 588. 6928 824. 85 . Q . V . N� 1 '- 594. 4290 832. 89 . Q . V . J.3.167 600. 2224 641.2i . Q . V . 13.250 606.0760 |49.95 . Q . V . N� 13.333 611.9917 858.95 . Q . V . 13.417 617. 9724 ��6G. 40 . U . V . 13.500 624'0203 878.14 . Q . V . 13.5Fp3 630.13G4 88R.35 . Q . v . N� 1 3.667 636.3 G98.68 13. 750 ("42. Q . V . N� i3.B33 13.91 7 61-8.9415 635.3701 921.38 . 933.43 . Q Q . V . . V, . l4.0;0 661.8848 945.95 . Q . V . 14.083 668.5S46 961.20 . Q . v . N�14,1.67 675.2528 `?79.83 . Q. V . 14.250 602. 1733 1004.86 . Q. V . 14. 333 6'39. 3246 1�38. �7 . ��. V . | 14.417 Vi6. 7355 1076.06 . {2 v . . N� 14.500 '704.4330 1117.67 . Q V . | A. 583 712. 4657 1166. 3� . [i V . N� 1-:1.667 14.750 72(). 8214 729.4741 1T13. 24 . 1256~38 . . Q V . .Q v . 14.833 738.3853 12 9'-:% 90 . . Q V . 1 A, '-217 79 . . Q V ~ �5'000 Cl, 135O.03 . . � V. 64^ 5 61 J B.......... - i'.i C) �:� 21 r 69Z 1.a :i 9 « 'i' Ea Q, 116. P � w 6 a 2 r, r c. , 13 V 16.2 r : 5'`..... x 59 7 1 2580. 97 VG! 1 A. 3.7 9 , ,;0. 4.7 (.)5 - 357T , . 52 V C! 2)" . - ' C06. 1`' » • x V 1 16.500- 1 6 .:" 1 FZ• g 711.11_ 102 ) 42 7 -1. '26 !^ Q ., x V a Q. k 16.667 1 0 54 . ` C-39 _) 4 • 16 ..1750 1079. )C 3 6 '+5 .96 V C r 16- '8371.1 1101. Z,1 82 - - - V8 16, 91.7. 1.119.' 583.0 2695.31 L. .. V . - 1,7:. - 6C).O 1135.5470 318.02 v 1 j . ci8 3 1150.0700 21.06.73 0. V . - 17.167 .. .116 - ..1470 1893.68 o Q V. V. 17c 250 1174.9700 ?.716.60 Q . 17. ,,133 1185.8450 1 579. 05 Q V 1'7.417 1 1 95.582 _) 14 7v :_ w ry v 17. 500 120 :7 :) 1 7- 1 1 1. 89 Y r. V 1. 7.5(aI 12 -1 :3.5990 1274.26 .6► . V 17. 667 1221. 1•43t_; 1 ` 11 ..5v , .0 • V 17.. 75() 1,229.8760 115 1. BE3 G - V 17. EY 5 1237.4400 1098.24 Q • V 1/.9 1 '44. 5570 1039: 14 Q. V ' 1e. cjou 12t. ,...2 X66.82 Zl. - V . 1.2 -, . 7.2 00 :x} 96. 72 Q . 18.167 126 _: - 9fT - 91.0 « 00 C . . V iB:':c'S0 12 0. 096`) 866.95 • [; V - 18.:37t:B 1.2 . 05 5C.) 865. G! � V - , 1E-3.437. 128'....1387C) 84.6.75. Q V 5i }0 12617.6CAO 6 3 71. . L! r v ' IZ{, 18.583 1 '4"9 3. 2c_:7 81.' :, 99 t! v Y 18.667 1.298.71.10 799. 2 _' . Y G+ w V 1 is. 75 =) 1= �i_�4. 11 c) 78; 24 U I B.. 83: 1 1:'+1)9. 4 350 7 i 1.90) G? v v ;iB- 917 1;714. 6 65 0 75E'. 32 - 7 4�. 7. rci0 . -: v v. .. . . • i. 167 1.3 #=9; '7:::F, 36 [: v ° 9.:"5 c. 1. "..'4'.E26" 716. +.7,5 L:? . V 19 °.41.7 :i ' A A _« 49 3Q 697.6Z' . L'• v 19. 30 %) 13,19. 2-420 680 a6 L y Q V 1 . >.�} 1• °t +.: .. 9'X 01, 600" `1 - 19.667 1; tit- ::` V - Q v 19.: 50 1 3 63. 1 -'- ) 664.66 - 15 # 3.31 1367.6630 657.22 Cl. v 1 1 r, 917 1372.1400 65 0.05 64.a. 1. '; Q . V G! • V r C), )0 1376.5690 20. C_)z ? 1300. 9:i :ti t�.'6. 44) tt - V 2 1.67 1 f 2 'K.2 0 f:, :_':•C). 72 G? v - :izr_.._ 1 "i''.�3420 "' 61 "1'.7'7 V v ��r,ri 17. .5 f.:,1 i t:,'.:! C:� • , 1. - ' x j. . C�' .(� _' "i' r ..: L;1 L• 4 . It'i E_ « !: �) • I.'. . w . x L .� 1.. �'�� _. �.4 "4 "�: � >E3�i(! ::i:�:iE? . t its . G: . • ' 21.,i1% 1!l.tl��.• c:.� xr_) =) i' 95 n ' 2 J .. 50C= l44 9 . Imt F = ',-549. 9 p r 01! v '� Y V 50 .' ,�; :::"^« :ri. t (, .• r"i';"! r �' 1s� r « V « 2- i . to x ! 1 �i w7 181. (_i w 1 .. i ^• r Ci r r "'�., 7'i G . V 833 1 �� ..1.4x1' A. S ' i 5�.:CrC) �f . f � C? - t 1 4 7ti.. 47 w r1 i ' 524. ? . 'J 0. • . t ai v 12 C)E34> 22. 16x7 1479-0600 520. X34 !t? - y V 22.2° C 148:. 6::50 517.56 . 0 r V 22. 3:Z,3 48E .167(:) � 14.35 G? i V y V 22.417 1489.6860 511.20 G} • 22.500 1493 508.12 Q - V 1 22, 583 . 145 505.10 . '5(:)2. 15 0 Q V ; r V • . 22.667 15L.0. 124.0 . . 75C . 1 5O .. ac=20 499.25 C - V • . 22.8T` 22.917 1. 506.98 10 1510.301 4'x''6.40 493.61 . « C . Q • • `'x V 235 0 00 1 5 11 , . 76 4 - 0. • Y . 23. (.)E':.." 151 f . 124x•_; 488.19 - L? - v 2 :S. 166 1 520. 46,80 A-65.55 - . � _ V V . 23.250 1523 .7940 4'82.96 [? - 23.333 1527.10:0 48(7. 1.2 V . 2 'x i,�, (_).._ 477.92 4 46 G! V r r ` . - r` 3 . 5 00 15 _s r'. . 6Ch :_0 .� a.J . r . .. 23. 58 3536.9260 4 7� =f` . 04 2.5 666 1540. 1680 47(7. 67 L? r • V. :.�. 75U 23. i543- 46� - .:;4 ti G' V. V. 23.8 - ,S;S 1546.60 "N") 466. 0 z 154 463.79 G? r Vr .g16x �'ti , 000 4 532.9760 461.59 r G? . V. V. 24. t ?8,. 1556. 1130 ,55. 49 2 4.1 66 x::' 5 1.�v9 r 1 , 1:_� c 4 4 3 . ; tax G? . .. V. . ' s . . ^ s.5(.} . 156:. 076(. 42 7 9 . , �F ii.. 52 �''i V. ,`ti.��.;;i 24.333 :1.564.7240 ^4.41 15 -1.(:) -::; �).8 ) � C: w . V Ef- 156 . 07 c .. , * ) . 701 _J . V . i 5.3-3 S ~ ( 1 • �'. f� t 7 :, x '. 5.:� 7 9 rr f }: Y . .-.'ti .mix 9 , c1l. ' r E.r-f(e S .. .... a -C� . {:•� . . _ - .Vr PM 4 V. '., .....x C, , 1'74. 43 .4 0 1 S . 46 C? V 25,333 1574.4.76x: 9.01 0 . . V 416 1574. 5200 7.49 0 w » V _. Mfi. 5100 1574.5710 6. 18 n . Z- x-A :3 �; ] `x74. 6(:)x 0 4. E?; �j_ . V. V. 666 I S 7 4. 6:'9(:) 3. 56 2. 27 Q E? • r V. 1;`:17,:1.,.641 1 1 1 1 1 '1, I Mj repo.0 tb * PROJECTS DATE: ENGINEER: d 14 1. Enter the design storm return frequency (ve" \00 2. Enter catchment lag Owes) LC 3.. Enter the catchment area (acres) .4. Enter basef low We"" a" 9 5. Enter 3 -Graph proportion$ (&X*MW0 Valleys Developed FooWli Ma�nWn Valleys Undeveloped Desert 6. Enter maximum loss rate, F (0ch1hWid 7. Enter low loss fraclior4 (de An W) ainfall li�l I r� II 8. s "M Waterl"Mu area - ave swum ruin OnchW* Enter watershed area-averaged 30-minute, point rain- fall Oxwtw)* Enter watershed area-averaged 1-hour point rainfall Enter watershed area-averaged 3-hour point rainfall (I Enter watershed -area-averaged .64wW- Enter watershed area- averaged -24- hour - paint- -rainfall (hK#mw) 9. Enter 24-hour storm unit Interval (mbMAW *Note: enter valuesA*W *4m%.Ik%n a _ _ .V_L"A _ Juged by-deotfHwea 800 IM COUNTY A"- L---,- E - f%W* E•7 .... .... ...� **+ *** ++��**�`` FLOOD ROUTI G ANALYS]S USING 0RANG1_/SAN BERNARDINO COUNTY UNIT- FH (1986 MANUA!..> ««*PRELIMlNARY/E%PERIMENlAL�/ERSlON*** Capyriyht 19O3,19U6 Advanced Eng�nF�ering Software (aes> Ver. 2.7A Release Date: 1/09/87 Serial # BETA'."": Especially pr�pared for: ` BETA TEST SITE EVALUATION 01�41__Y DESCRIPTION OF STUPY***********�************** THIS IS THE NEW PRG * THIS IS A TEST�UN F�R ORIGINAL' DECLEZ * ' CHANNEL, IN ORD R TO COMPAIR WITH 4500 CFS BY COUNTY * FTLE NAME: DECLEZ.DAT TIME/DATE OF STUDY: 14:51 3/27/1987 FLOW PROCESS FROM NODE 1.00 TO NODE 2.00 ISC13DE = 1 -------------- ------------------------------------------------------------------- )>}>>UNIT-HYDROGRAPH ANALYSIS<<<<< (UNIT-HY.DROORAPH ADDED TO 5TREA.M *1) WATERCOURSE "LAG" TIME = .499 HOURS UNIT HYDROGRAPH TIME UNIT = 5.000 MINJTES UNIT INTERVAL PERCENTAGE OF LAG-TIME = 16.694 WATERCOURSE LENGTH = 21200.000 FEET ' LENGTH FROM CO � TRATION POINT TO CENT�OID = 10500.000 FEET N� ELEVATION VARI�}TIOW ALONG WAT�RCOURSE = 159.00(/ FEET . ~~ AS FACTOR. .019 k�ATERSHED AFiEA = 4130.000 ACRES BASEFLO� = .000 CFS/SQUA'�E-MILE N� VALL[YeBFVELOPED> S-1:-iRAPK SELECTED MA�IMU� WATERSHED LOSS RATE(INCH/HOUR) = .483 L6W LOSS FRACTIO� = .442 N� *HYDRO3RAP| 4-1 SPECIFIED* SPECIFIED PEAK 5-MINUTES FAINFALL(INCH)= .48 | N� SPECIFIED pEAK 30-MINUTES RAINFALL(INCH) = 1.00 SPECIFJED PEAK 1-HOUR RAINFMLL(INCH) = 1.35 SPEC7FIED PEAK 3-HOUR RAINFALL(INCH) = 2.45 SPECIFIED PEAK 6--HOUR RAINFALL(INCH) = 3,60 SPECIFIED PEAK 24-HOUR F.AINFALL(%NCH)= 8100 ��,-- PRE.`IPITAT`ION DEPTH-AREA REDdC3I01"t FACTORS: { N� 5-MI4UTE FACTOR = .816 30-HlNiTE FACTOR = .016 1-4,0U� FACT .816 98!. � . TO ^ �' 2 � �OIL-L�SS VOLUME = 1155.00 ..^ TOTAL STORM RUNOFF VQLUME( ACRE -FEET) = 1574.6520 ------~------------------------------------------------------ "S" GRMPH UKIT HY�ROGRAPH NUMBER MEAN VALUES ORDJNATE5(CFS) � 1 .954 476.465 N� 2 3.3�7 1220.170 � 3 9.043 2E 4 18.232 ' 4589.854 N� 5 29.O19 5387.791 ` 6 42.098 65 ' 7 56.608 ' 7347.225 a 69.291 6234.786 9 78.980 4839.106 10 85. 7E30 3398.E367 11 90.289 2251.815 1 93.581 � 1644.090 13 95.813 1114.963 1�4 97.245 7l5.087 N� 15 98.129 441.954 16 98'445 157.865 17 98.758 156.317 1 � 9 156. ~� ' 19 99.364 / 156.317 20 99 697 ~ �56 , 31� NN �� 21 ' 100.0O0 151.200 TO ^ �' 2 � �OIL-L�SS VOLUME = 1155.00 ..^ TOTAL STORM RUNOFF VQLUME( ACRE -FEET) = 1574.6520 ------~------------------------------------------------------ � NN L � -- .. 77t 7��^�� 4--HOUR STORM UNUFF HYDROGRAPH OGRAPF| IN FIVE_MINUTE NTERuALS(CFS) Q(CFS) 0. 1i25.0 225U.0 3375.0 4500.0 N�14.083 672^1448 968.41 . Q . V . . . 14.167 678.9505 988.19 . Q . V . . . l4.250 685.9488 1016.15 . Q. V . . . 1 4, 693.2006 1052.96 . Q. V . . . 14. 417 700. 1894.14 . Q. V 14 708.5953 1141 . 18 . Q V . . . 14.583 716.�094 1192.70 . Q V . . . 725.3463 12-59.54 . .Q V . ~ . 14.750 734. 1663 1280.67 . .Q V . . . 1 14*833 .4~q/11 743.2288 752.5O51 1315.8B 1346.92 . .Q V . . . . .Q V. . . 15.C.) 00 761.9840 1376.34 . . Q V. . . .5~0B3 771.6597 1404.91 V. . . 15.167 781.5308 1433.29 . . Q V. . . 15.250 791.602B 1462.60 . . Q V . . 15.333 801.8854 1492.89 . . Q V . . 1-9.417 812.3517' 1519.71 . . Q V . . 0 �15.5(X} 822.9561 1339.75 . . Q V . . 15,583 833.5812 4542.78 . . Q .V . . �5.667 844.1022 1527.65 . '. Q .V . . 7°�50 F 85A. 50 1510.39 . . Q .V . . t C 3 3 864.7527 1488.05 . . Q .V lt.9i 874.9085 1474.63 . . Q . V . . 16.000 885.3 22 1517.89 . . Q . V . . ( -- 16. 06:3 897.5220 1765.60 . . Q . V . . � 18.167 912.4383 2165.84 . . Q. V . . 6.250 931.9850 2838.18 . . . V Q . . Il16' .333 956 . 18B2 3514.31 . . . V .Q 16.�17 9Q2.8982 38�8.29 . . . V . Q . 16.G(' 11) 122.3160 4271.45 . . . V . Q . i&.583 1042. q420 4446.95 . . . V . Q. 667 2�70.453O 3994.51 16.750 1C94.0490 3426.13 . . . V [l ' 16.833 1113.7E0� 2865.02 . . . Q V . 16.917 11"'0.5580 2436.14 . . .Q V . ^ / 17.000 1145.5530 2177.34 . . Q. V. . 17.083 17. 167 j. 158.9638 117i.0600 1947.11 1756.41 . . Q . V. . . . Q . V. . ! 17.25O 1182.0710 1598.82 _. . Q . V . 17.333 1192.0320 1446.32 . . Q . V . ' 17".417 ./ 1201.5370 1380.11 . . p . V . �� 1 500 1210.5760 1312.44 .Q . V . ' 17.583 12 1242.35 . .8 . V . l7.667 1227.2230 117-i.8li . Q . .V - N� J 7 750 ~ . 1234 B700 1 � 1� 33 . C.I. . . . V . ` 17.833 1241.8740 1017.02 . Q. . ,V . 17.C7,17 /2<6.610 97G.05 . Q . . .V . .V ° 111 � S,�~� c'� 6 7 E3. 75 1 - S C.) 7 . 1. P -10 T76. 1 A Q S . El I 1 '.2 4 4 S � - 1" 7 6 "f". . U 17' 1 Q 16. 917 13 V.7 6 6- 0 752. 19 t 9. 000 1 - 7 2 7 4 J. . Ol F'L[ ROUTING ANALYSIS n 1 I PROJECT: o oaVt,. - 4T, DATE: Enter catchment lag Oxws) L, -it ov - ENGINEER: Enter the catchment area (acres) <` 7C�' '� V_cv 0, 6. 7. S. 9. Enter the design storm return frequency (years) \CDC) L Enter catchment lag Oxws) L, -it ov - Enter the catchment area (acres) Enter baseflow (cW"wwe ndle) -Enter S-Graph proportions (dedmal) Malt ..Developed 'Footfal CD McwUln ati Va)Jejr oped Desert Enter maximum Joss rate, F q Enter low loss fractlon. Enter watershed area-i-averaged-5-ndfake point --rainfall - - Enter watershed area-averaged 30-minute -point Wn- tail Ondm)* Enter watershed area-averaged I-hour point rainfall Enter watershed area-averaged 3-hour point rainfall Enter watershed •area-averaged -A-hoW -point -rainfall Enter watershed area , .averaged:--24- ttmx--po rainfall - w4-ps)* ap o Enter 24-hour storm unit Interval bnkwUQ * Note-. enter values tread listed b� depth -ar*& "ASA&A SER MIMNO-COUNTY HY0%KDGY E-28 E-7 ' SHEET N0. 0! JOB N0. 61 S ASL Consulting Engineers SIGNATURE GAT r fUSJECT V 1 j&%� r =mm ham DEPT ON IV i ILI N a' fit N n v o n Q 0 H v O p ► ' � { � o Y f. c t o Q0 04 i. % 0 j s � i W Ue Ito&A o Q0 04 % 0 j 1 Ue Ito&A N� N f P+ OD N Z. i► N �', • v .. �• 't � �V• � . . N. , W d y N OeN hN o ~ N ti 0 �O �J V T , p V � W • p RM „p O .0 W •c -j � ,a J. v W .CI p�v I r I 61 I ,r If( - 1 1. 1 I 11, 1 9 1;0 • qb� DATE: PR03ECTz ENGINEER: 1. Enter the design storm return f requency 2. Enter catchment lag Owwz) 3 X-6 18"A T 3. Enter the catchment area (acres) 4. Enter basef low (Cfampuft mile) 5. Enter S-Graph proportions (decimal) Valley. Developed Foothill d� MounWn Valle''t y - Undeveloped Desert 6. Enter maximum lossimle, fW 7. Enter low. loss frat.tion,'V (decimal) S. Enter watershed area - averaged 5-minute point - rainfall d lip Enter watershed area-averaged - 30-minute, - point - rain- - tall Oikhes)* En ter watershed area-averaged 1-hour point rainfall Enter watershed area -averaged 3-hour- point rainfall (inches)* 2 Enter watershed area-averaged 6-hour point rainfall (Ind*4* Enter watershed area-averaged 24-hour- point rainfall - 9. Enter 24-hour storm unit interval (mbastes) • Note-. '. enter values-un"usted bydepth-4ma # E-28 a � 0 ; _— a 0 p E-7 w Imam m " mw m mm SW vft� IM S 4 OR- ,we /w .. ._ `.....r --•. 'mow.+ -�s �.w..j. -- �`.^ 1 �.. ^-.v -� .. -_.�� _ -« _. - , ... _-�. CAI OPP ,SC6.6) l 3 Sd • 2� `S. N� I .�♦ � •zo 98 $G •Z •q1 �• .3G r ° w z h i r' b� • C . s 8 6/ • t8 �• o - 66 •p S i! �.s' ; . 4 3 69 •S6 l• o •S6 •39 69. +J•K9 i .5�� W i t Ce �•�7 /�..t of . _° M M � M.. Q w Imam m " mw m mm SW vft� IM S 4 OR- ,we /w .. ._ `.....r --•. 'mow.+ -�s �.w..j. -- �`.^ 1 �.. ^-.v -� .. -_.�� _ -« _. - , ... _-�. 1 F L LJ O D R O U T J N G A of f 1 L Y f' I E USlNt-i ORANGE/SAN 5ERNARD3NO COUNTY �IJNTTHYD_,OaRAPH (1986 MAWA-) :a+PRELIf1]NARY/EXPER!MENTAL VEHSlDN*** Cop/ri§hl 1983,i986 Advanced Engin�erin4 So[�mar� �a�s) V*r. 2,7A Re]ease Di:te St. # BETA08 N� Especially prepared for: ' ' * VETA TE5T SIT[ EVALUATION ONLY * DESCRIPTION OF STUDY ************************+* * THIS IS NEW PRO. FILENAME "BEECH" + THE FLOW FROM NEW DECLEZ (gTPEAM t) IS ADDED T8 FLOW + OF IN SITE STORM DRAIN' (STREAM 2) Al BEECH& VILLAGE DR. + -��4- ILE �NkAME: BEECH.DAT TIME/4DATE Of'" STUDY: 15: 16 4/ 8/1907 FL' FROCESIDFROM NODE 2.03 TO NODE 2.0(/. IS CODE = 1 ' � ___--__________________________________��________-__________`-___________� N� >}�.>UNIT_HYDROGRAPH ANALYSIS-`,0.'<< U� 0� (UNIT-HYDROGRAPiH. ADDED TO STREPM #1) p [w �� WATERCOURSE "LAG" TIME = .432 HOURS UNIT HYDRCGRAPH TIME UNiIT = 5.00O MINUTES UNIT INTERVAL PERCENTAGE OF LAG-TIME = 19.299 ` WATERCOURSE LENGTH = 2050{.000 FEET ' LENG[H FF`OM CONCENTRATION FOINT TO,CENTRDID= 7200.00@ FEET ELEVATION VARIATION ALONG WATERCOURSE = i45.000 FEET ' 6ASIA FACTOR = .019 WATERSF�ED AREA = 2900.000 ACRES BABEFLOW = .000 [FS/SQUARE-MILE VALLEY<DEMEnOPED> S-G!<APH SELECTED HAXiMJU OATERSH[D LOSS KATE .504 LOW LOSS FR4CTI0N = ,461 *HYDROERAPH MODEL Cl SFECIFIED* SPECTFIE] PEAK SPECIFIED PEAK SPECIFIED PEAK SPECIFIED PEAK SPECIFIED PEAK SPECIFIED PEAK 5-MINUTES 48 30-MINUTES RAINFALL(INCH) = 1^0{ I-HGUR RAINFALL(IKCt%) = 1.35 3-HOUR KAINFALLYINCH) = 2.45 6-FOUR RAINFALL(INCH) = 3.60 24-HOUR RAINFALL(INCH)= 8.00 FREClpITAT}OK DEPTH-AREA REDUCTION FACYQFS: 5-MlNUTE FA[7O� = .671 30'11I1,1UTE FACTOR = .E01 ' 1-H�UR FACTOR = 871 . / 3-Hf FA�TD� = .c81 ' ' . UNIT H\�D�[G��APH DET��1 N�TIO\� iVJTHYDR3GR��H INTEF" V/�L N\]MBO? HEAN VALUES OR INATES(CFS)______________�____ 3G8 52 i 1.108 . / - 4 369 1143.756 - 12 433 �828 4 3 ^ ^ 22 4 23. 915 4026.9�6 5 37.861 48:?1.098 6 54.851 595E<.681 ' 7 69.439 5116.434 �� 80.237 3786.9��1 ~~ 87. 2- 463 1^} 91.969 1382.248 .11 95.11B 1104.221 96 481 975 65� 12 ^ ^ 13 98.099 394.O05 98 479 133 299 �4 ^ ^ 15 � 98.841 126.S74 � 1 � 99.203 126.928 17 99 *564 126.874 18 C;9.926 126.674 19 100.000 25.944 TIDTAL SOIL ... LOES VOLUME (ACRE-FEET) = ` T'TA' STORM RUN'_' VOLUME(ACRE-FEET) = �N�-�-----~----------------------------------- 843.5140 1077.9990 N�` IME(HR9) V�`LUME(AF> Q(CFS> 0. 9�5.<} 1�]50.0 27J��'0 370O.0 ^003 .0231 3.35 Q . . . . .167 .250 .3732 37.63 Q 2 4 - H U U R .417 1.6621 T O |l M 2.8078 166.35 U� RLINU. .583 4.7596 iF V Q ' .667 HYD 243.92 fl�D0)RAFlH .750 7.7735 266.29 V Q . . . . IME(HR9) V�`LUME(AF> Q(CFS> 0. 9�5.<} 1�]50.0 27J��'0 370O.0 ^003 .0231 3.35 Q . . . . .167 .250 .3732 37.63 Q -333 .8720 72.42 Q . . . . .417 1.6621 114.74 VQ .500 2.8078 166.35 VQ .583 4.7596 210.81 V Q ' .667 5.9395 243.92 V Q . . . . .750 7.7735 266.29 V Q . . . . .8 T3 9.7054 28- 52 V Q .917 11.7073 290.67 V Q . . . . 1.000 13'7523 296.94 V Q l.()83 15.8254 30I.01 V Q . . . . 1.167 17'.9111 302.85 \/ Q . . . . 1.250 20.0092 304.64 V Q . . . . 22.1196 306.43 V Q 1.417 24.2424 308.24 V Q . . . . 2t 310.05 V Q 28.5196 311.00 .V Q . . . . 1, 6666 311.74 .V 0� 1 �50 1.833 32.8186 34.9758 312.46 313.23 .V Q .V Q . . . . =~ 1.917 37.1382 3i3.98 .V Q 2.000 39.3O58 3\4.73 .V Q . . . . 2.083 41.4787 313.50 .V Q N� 2.167 43.6568 316.27 .V Q . . . . 2.23O 45.8403 317.05 .V Q 2.333 48.0292 317.83 .V N� 2 ' 417 50.2236 318.62 .V C-11 2.500 52.4234 19.41 'V Q 2.583 2. 54.62� 20.22 . VQ v . . . . 5 05�2 VQ 2. (1'2784 322.66 . VQ 2,�17 63.5063 3�3.49 . VQ 65,7400 324 .33 . VQ N� 3167 3.250 70.2250 72.4763 ' 326.90 . VU . . . . . VQ . . . . 3.333 74.7337 327,77 . VQ 3.417 76.9 328.64 . VQ 3.500 79.2665 329.53 . VQ N� 3.583 81.5421 330.42 `. Q 3.61" 83.8239 g 3.75� Z6.1120 0� 3.833 4063 333.14 . Q . . . . 90.7071 334.07 4 .0�� '��.»143 Q -- L2 - -- '--' - - r ' {... •� . r {.n ,:y i. i. � . r� j.fi..( ._ L1.s.;. S -Z =: �•:�t I '� - ..J. t "ate}`•. , 5 . 1. t` / � ..:...:? �:�. ..:' F' .�. ,� 6.. t..f ..:. t�� "J t:6. vim: .:f. i:.. w (.1 ,,;� . .:: ^1 t: j « i .� ; `�.} r �'� « r . 5.. 3 1. 7 5. 15t ; 13.0. t:E.7r' r: 9 3.SI 17 3S ( 1 • : ' . 1 . ' t ' QV EN 1 '.,. 5. 7fJO •.1 ..J. 3 41 . 5. 9 ] 7 .E 1 61 7 i `t; ?. 1 19 14 .:.f 7 01 145.5364 1448.01 OFJ ` f_: � r1 7E, � 16... 5:i . v 5�3. 10 ?59. �C; - C,: 4' p) 1..? Gi n V Q V w • 6.000 150.4934 4 =:60. 4B Cl V 6.083 6.167 15 155.4fsw8 361.69 r 362.91 C V 0 V . 6. 250 157.9=;17 364.15 � 0 V 6 5 -,. 4 5 0 0 V 6. 4 17 163. 0, -33= - 166. 67 0 v 6.500 165.5676 . 9 , 0 V a 4 1 1 583 .168. I1.i 6 ._69`. •. C. V - 6 a 667 6.7 6. 83�..'� o C). 917 7.000 1 1 r •. � '9 175. f 4 176.374j. 180.963 • 370.56 3 1 I. a9 .i7 3. 235 374. 4. 5 9 375.97 Q V 0. v C \+ L•' V s Y. ocsz; 183.56'24 1 06 . 1 7 IC ' ?_f _� &. "_76. 7 8 « C) 7.250 1. FIG. 7695 '1Cis= }. 21 . Q. V a ' 1 7. 41 7 1 C)5 =aka 1. 66 M7 . 12 n Q Q V r V a ' 7. 300 7 1. 7'154 15 " . `646 3 61 Z86:. 11 n 0 G' V a V 7. 2 0 2. r_) . , 7 - 3 9 7. 64 a V Y 7.8:.' ;. 2."'- 4058 _,'90. 75 . C) �? 71 `=?1 % 9.i�,! r _. , , /4 y . 95 C" C: v v 1. . t! ge. a l •_. n l'� t 4 1 u 1.! . .5E; 2Z J - 3 7 S. 667 2,2 ?4r::6 4,CY 7 . 7 C V 0.750 � _57 .76.6 2 �._, J 40 9 , .55 C V S. 933 :'_40. 411.4' 0 V f t 6.917 ct c_x °iQ 9. if8::? -243 . 4462 3 4 6 . .3 0 5 1 2 :• 49. 1 7c , 1. 1 :131. 23 1 1 1 '. 5 2 3 417.19 C . 0 V. V. tj. .. _... - i. c , ••far .} .' :e . ?� +'.1... L 1 6 1 Y ''l + {a - . �J • - (( .��: • l 7 c M Y .1 6 , :: 1 G 4 D r V : :3; r 6 1. ':f,. 479. 17 • [ v i • r � : }!,± t... _ : 46 4L1._ Jr3 « r a a.. - - ! 3 7 1" . __r_uUi )"; 465.61 r Q w v r r 11. 417 I 1 .5t:)1) - 536 .1774 1774 379.5681 80;.c,4 4 34 Q r. v 1 342.9x'29 r.9 5 r 8 Q . v 11 r 66-7 11.7 )_) ; X- A-2 - 24 7 .49. E-87 49V.40 5 0�l . t_)6 Q Q. . v r w v 1 1 .91 7 " «"r6., 0945 5'1 + "). 6% 0 « V 17.1.6 .F 36 60C: 522.4 D v 12. 250 3•71 .2313, - ^6 . U4 G. v r 12. 33 . 74.87Y :'?.::9.44 Q v l l... 417 3-76'. 5 4 66 532.75 Q r v r 12:r 3B2.2376 J•_AJ.. 9 . r1 r \ . • i2 %58,3 •� +Ci-5..ty,.3.r'fl J:T9.'r:•7 C` v yctif a� :) . Y 12 r .�0 .. ...04i ( �'s• . r } !1 l ( ti . V 12.8 •_}9 .� 30 c 1 _ ) Gr GY.�: t.. 1. 7. 9 17 . .: 3 a., 401 1 21.7 ` v 51: 1 a. : G! v _ •: ! l • 4 / r A ... 4 ._. j '2' w_ • t� a. 4 .. . � i ji' r t I • ,4. r ` l:.! l a 1 ' 1 •... `}'; ?4) y'ir r 1 B i. f: 01 . ='4 C:1 . v s •.. ,. i:F • :`. -: 'u •.:'.� t' ; f L! i r k r w l .... , t ' P5 z 6 .__ Z 22. is ;1 1A, ry a's_!. :: fY • •tYt.. L' v 71 1. n - • a. `_]:• Li G :.'i., i:�.i' � C:7,_s �. L2 . �� r v s s Y 14. 5C 4 C:x7�. 1 �i 6 00 +l �`! v 1 1 R t , 'f ., 4 r4 1 . � -: a7 71. C �r � J Y 3 n ., . - � : D t I t: 1 7 A 7 0.24 6 r i�._'.. 68 (i! w v n 1.4.5'X.) 1 4. 58 _, 484.55£3;.3 A9 ) . (_)1 7. `.: 77'e?.20 I 9 ': . a :: 1 v r i. 1 ii 1"l 1 1 C . J. 7 47 e..- 3 ` 14, , ... £`r ?,_!. rYti U. ,.. + .. ,. l:. a t.i:.i Cit:`4 IV • 17. 167 17. 563 17. SZZ is. 000 a. 333 18. 41 S. 500 .. . 5','4.4:.i 5('1,41O3 588.3386 602.88�� 17�: 1 662.4277 6R5.63�3 71�.7682 733.j385 751.5!19 766 4 778.1 7E28, 4E)05 797�3903 F-Ot�.3145 812.3343 |19.@309 825.4203 231.490� 837.1979 642.3778 84/.254O 851.93%30 856.4522 B60.8271 B65.0761 2. 145 O73,2570 G77.2137 8G1.0939 6D4.9020 ^ [56r �.6474 . � 3341 895'9644 . �]99.5397 903.O615 906.5319 9529 �13.3264 916.6541 1807 926.3E�32 9- 547-1- 932.6746 939~82�9 941.E 944^B411 947.8032 95}.7355 933.6392 9tj.5152 959.3643 6 1C 1C20.�1 . 1349.05 . 1764.36 . 2496.04 . 3016.29 . 3369.88 . 3649.16 . 3243.17 . 2667.8I . 2l30.15 . �733.90 . 1503.79 ~ 1293.71 . 1150.59 . 1019.2B " 972.35 . 927.7 Z . 881.39 . 828.72 . 752.13 . 708.03 . 679.39 . 656.1C/ . 635.24 . 616.95 . 566. " . 574.52 . 563.28 . 553.07 . 543.83 , 335.31 . 527.12 . 519.13 . 511.36 . 503.91 . 496.72 . �8 .87. . 47}.80 . 0B . 44G.92 . 443.95 . 43 14.1 . 434.54 . 430.09 . 425.78 . 421.62 . 4J7.59 . 413.6C . ` ^ p �.Q . Q ' . ~ ~ ' ~ � , Q . Q .Q Q Q Q. Q. Q. Q . � . Q . Q . Q ^ Q . O . Q . Q . Q . Q . Q . Q . Q . Q . C . Q ' (2 . ~ ^ C � Q . & . Q . F! , Q ^ Q �^ Q ^ 8 . Q . Q ^ O ^ Q . [I , Q ^ Q ^ (C� ' , . .. ^ . � . . V ' . V ~ Q. V . , y . [) . V . Q Q~ V. Q . V. , V. V. , V . , V V \/ , .V _ , .V , .V ^ .\/ , .V , .V . . v V , . V , . V � . V V . V ~ . V . . V . . V . ~. \/ , . V . V ^ . V , . V V . . \' V . . V ~ . V V 0 \/ . . v . ~ V . ~ V . . V V . . V ^ ' [. , , ^ ~ ^ ^ , J 22. 667 22. 833 23. 833 # 4 6 2 5F 2 A 16 U ' j 9 1 741 994.7 /`6 9';6.O"10 �001[��7O �006.8�4C 1009.7940 1�!1.7J70 1016.577� 1C18.9750 1021.358O 1023.727 1076.0820 1028.4230 1030.7510 1033.0650 1035.3670 1037.6550 1Q39.932'} 1042.1960 �044.4480 I046.6G80 �048.9160 1051.1330 1053.33S0 10��5.53/0 10E7.7160 1 -059.8920 1O62.0550 1064.2070 1068.3500 1O68.4590 107O.4910 1072.3460 1073.9540 107.1. 2640 6.215� 1076.U590 77.��750 1O77.5390 1()77.70�0 1077.8110 1077.8750 1�77. 1077.9470 1077.9710 1077.9880 1077.9970 ��. 37�.8C 3�'6.R5 I. F6 359.45 357.07 3��4.78 3��2,52 35�.31 3�8.15 346.03 343.96 341.92 339.93 337.97 336.05 334.17 3l2.33 330.51 328.74 326.99 325.Z7 32Z.59 321.'73 320.30 318.70 317.12 315.58 314.05 312.56 311.0'l 306.29 295.03 269.33 233.44 190.27 13S.11 4 6�.42 38.34 24.5� 14.93 9.26 4.65 3.53 2.43 1.32 ..22 [' � � Q Q . & . Q , Q . O . Q . Q . Q . Q ^ Q . Q . Q . Q . Q . Q . Q . O . Q . {l ^ � . Q . Q . D . Q . C . Q . Q . Q . Q . Q . Q . Q .Q .Q . O Cl. .Q Q Q Q Q Q Q Q � Q Q � ^ V . V . V , V . V . u , V, V . V . V . V . V . V. V. V. V. V. V. V . V. V. V. V. V. V. V. V. V. V. V. V. V. V. V. V. V. \/. V. V. y V. Y. Y . V. V V. V. V. V. �� + * + -N -+:+ -Y.- -)t- i -Yr -k i.��, FLOii PRQ�ESS FROn NODE 2.00 TO NODE 2.00 IS C E = 1 ' H ' - UN' IT HYDFZ iv)E,I*E.*F. P RECD IPITATIOWDEPTH —AREA REDUCTION FACTOk SP GWAPH 5—MINUTE FACTOFR .974 NUMDEF-4 . 30—MINLITE F1117TOR F j 3—HOUR FACTOF'% W D 1 9 6 7 6-11'OUR. 24-1-1GURN F-'A't'l'*l Vi:�LLEY ('k'*)I 'i:* tA. E E1'= RIL-N FF 1.) L D il L INLH/HOUR) V TIME(HOURS-1) F (il BEGINNIN- OF RESULTS MCID EL TIME ( AOLH:Z'B) 2 (* 1) L :P. I ;3 — C 'l f: I E D t J i. k H t t e-, i 020 5 9 61 SPEC ]: }= f f-:.D f-lEr*"lt 5—M'1*NUTf.:-'E RAlNFA1A-(I. - F .46 G I - (TNCF1S T IF 1 F P V� E i - 210--l"" 1 NUIF E� RAINFAI.A - J. S 7 00 7 —HOLY k-AlNfi- - 11-0NCH) S - R RA I t1i F L I NC� i' 1 ,31 - 'Etrl' 1 f I E. L 'EAK 6--f-l(JUIF k A I NFA-LL 1 W 2. 5 SPEC I F! ED PEAK 24—HOUR RAIt INCH) = G.00 UN' IT HYDFZ iv)E,I*E.*F. P RECD IPITATIOWDEPTH —AREA REDUCTION FACTOk SP GWAPH 5—MINUTE FACTOFR .974 NUMDEF-4 . 30—MINLITE F1117TOR F 974 .974 3—HOUR FACTOF'% W .996 1 9 6 7 6-11'OUR. 24-1-1GURN F-'A't'l'*l .99c," RIL-N FF LIST)NG LIMITS: V TIME(HOURS-1) F (il BEGINNIN- OF RESULTS MCID EL TIME ( AOLH:Z'B) FOR END OF RESULTS = 99-00 UN' IT HYDFZ iv)E,I*E.*F. I tNITERWIL SP GWAPH UNIT HYDROG.- NUMDEF-4 CIRD I NATES (CF- , 1 9 6 7 2-1. 22U 1 00 1 0 ol: 7 5 e-, i 020 5 9 61 G 7 _ 7. 570 1 7 6, 5 9 il 408 76 24. :')V'7 1 74 1.2'. 449 C-) 0 c 4. i50 TOTAL. c,K4IL—LG'c`,S 4. 0 I's �N FIVE-M�NUT� ' HYD�JSR�PH IN INTERuAi�(CFG� IHE(HRS) V[�UME((-iF) Qc S> (). 250.0 500.0 1000.� `.08 .0U.� .167 .0383 4.69 Q .2510. .127O 12.88 2 /, - H O U F% S T O R K ,50n0 .8392 43.76 VY] 1.1719 4B.31 VQ .667 1.5226 50.91 V Q . . . . ,750 1.8828 52.30 ~~ R U N O F F H Y i) fk" O G H /` 1` H �N FIVE-M�NUT� ' HYD�JSR�PH IN INTERuAi�(CFG� IHE(HRS) V[�UME((-iF) Qc S> (). 250.0 500.0 1000.� `.08 .0U.� .167 .0383 4.69 Q .2510. .127O 12.88 .333 .2921 23.97 Q .417 .5378 35.68 VQ ,50n0 .8392 43.76 VY] 1.1719 4B.31 VQ .667 1.5226 50.91 V Q . . . . ,750 1.8828 52.30 V .B33 2~2469 52.87 V .917 2.6137 53.26 V Q . . . . 1.O00 2.9831 53.64 V Q . . . . 1.0E3 3.3547 53'95 V el . . . . 1.167 3.7277 54.17 V Q . . . . 1.25,0 4.1018 54.32 V Q 1.333 4.4768 54.45 V Q . . . . 1.417 4.8527 54.58 .VQ . . . . 1.500 5.2295 54.71 .VQ I.5@ :.6072 54.84 .VQ 1.667 5 54.97 .VQ 1_750 6.3652 55.10 .VQ 1.G33 6.7456 55.23 .VQ 1.917 7.127 0 53.37 .VQ 2.000 7.5092 55.51 .VQ 2.()83 7.6924 55.64 .VQ 2.167 G.2766 55.78 .VQ . . . . 2.250 8.6617 55.92 .VQ . . . . 2.333 9.0478 56.06 .VQ . . . . 2.417 9. A-7`4 1 56- 21C. 'VQ 2.500 9.8229 56'34 ' Q 2.583 �0.21 56.49 . Q 10.6023 56.63 . O N� 2.750 ]o.9930 I.H33 11.3851 56.93 . Q 2.9i7 1 .778 12.1722 tj7.07 57.22 . Q 3.167 12.9636 57.53 3.250 1 57.6O . 3.333 13.7592 57~84 . 4. 17 14.1586 58.00 , Q 3.5O0. 14.5591 58.15 . QV 3. 9607 58.31 . QV 15.3635 58.�� . QV 3.750 15.7673 5R.64 . 16. 58.80 . 16.5784 QV -- ~ ~ ^ .. ' . ^ ^ ^ _ ~ ' ^ :S7. 2o5O Q71 v V. 73. 9r- ~ ~ ^ .. ' . ^ ^ ^ _ ~ ' ^ .i i 1 41 : " "sL:. 1 '.:: ' f'."0 a4 r. t � Y .t 17 5C,.5 .._.. 8.50 0 .v c) J. E, S .. 1. Ci . v 1 1. O"Er 57. 61:140 ZE•4 .68 G V i 1. 167 `:s ��.: 271. 9 f35. .�. 5 w Q . v 11. f 11 . - 1. 1.4 17' 59.4583 60.0570 G6.43 87 . 0 0 ! Q 0 v w V -11..50 0 60.6615 e7.66 0 V 11. 61 .2697 08.31 0 V 1.1.667 61.8623 88.96 Q v 11.750 62.4997 89..64 e G v i l ..8 .1, 63. 1'217 cCi. 32 Q V 13.917 12. 000 63.. ' 64.3807 7 9 1. 04 n 91..76 Q 01. v - V 12. :3 65. 92.46 . Q V 1'2* 167 12.250 65 . 6 580 66.: ':008 9-Y , C 1" 0, U . V V 11 66.9448 93.51 51 0 V 12.417 67.5WO 9.3.68 0 v 1 . '.. 500 68. 9-:. 08 0 V 1 .. 6 .+ 6B .6903 z,'4 . 73, Gr w ,! 12.617 6 7 .548 1 93.51 l•.! . v 12 '750 12: E133 70. 212t_J 70.8825 ;,6.4t_i i7.::6 Q V v V 1..:.•'.917 7 1.56t_ ?0 9 u v 1 _ * 000 13. 08--S 72. 2448 7 '.. 9. -:7C*. 9`a 42 10 :). `ice: 0 ci V V 13.167 73N. . 6371 s l t . 6`� � Q � V 1'-1 .333 75 .062-0 104.06 a v 1 �::. 41. 7 75.7876 105.:!:5 1 ` 13 .. F: 3 3 1 :.. 91 9 . 7 51, 1. E} B. ; 1 - 31'o-E;9 .. 12 . 6 -i 1 1. 4. -- � '0! V v , 14. O iO 81.14".32 ; 1.6. C! V "14 C ""60". % 1A.167 El 865 1:194 _ (J v . • i 4. 3.3 3 84. 4 85 7 124.55 0 v 14.417 1.4.5(');: 85.:5610 B6.2543 . 1. '7.10 1.2?.70 Q 0. V .. v 1.4.58 �; t 7. 1 t �61r i "x:2.41 . C! v 14...66:_ S E' .09*76 1.;t +. 24. 0 v 1 4 . l .Jr. i 8 ; . !_,49 1. 2 14. U • 9k"'!. (1244 1.41. fit:? Y p Q v 4 14. 9 91. t_) :::.1 14 ; . t:.' 1 . C � t.? 15 67 46� 1��.750 102.5888 �5.R33 103.881� ' 15.917 105.2841 �6.0oo 1(".16.9187 16.()G3 10?.24 If! Eli 16 67 113.013� 16.250 5521 16.333 125.0699 16.417 131.459() 16.5�0 136.2379 . 16'583 139.5)42 16667 141 8969 . . ' 16°750 143.7114 16.833 145.1479 16.917 146 4368 | ��K ^ ^ 27.O00 147.6442 17.om 148.7637 17.167 149.7920 150.7488 \ 17~333 151.6531 ' 17.417 152.5210 1'7,500 153.3571 ` 17. 154.1652 17.667 154.9483 17.750 155.70B8 . 7. B33 156.4489 i7.917 157.1703 18.000 157.8745 18~083 156.5632 1E3'.167 159.2387 159.9037 1s.333 160.5602 I V.417 161.2094 18.5O0 161.8504 1B.583 16 826 18.667 163. .057 18.750 163.71Y8 18.833 164.3250 18.917 164.923.6 1.9.000 165.5102 19.VB3 1/�6.O9* �66.6643 i�.2F� 1�7.230� 19.333 �9.417 i68'3423 19.500 163.8886 1�.383 169.4262 19.6- 67 169.9630 19. - 1750 170.4916 19.a33 171.0147 19.917 171.5325 20.000 172.0452 20.0B3 172.5529 20, 1,6 173.0558 20.l�0 1�3.5541 174.047c:' ( 2(;.417 174.5373 Z0.501 02Z4 ' ~V . 237.34 ~ Q V ' V Q 804.17 . . , , Y46.39 . . . V . Q 927.69 . ^ ^ V ~ U 693.��9 (�Y ' 475.72 . . ' Q. V - 345.97 263.46 . Q . V. 208.5B . 0 . . V. 187. 15 . Q . . V 175.31 . Q . . . v 162.55 . Q 149.31 . Q . . V 138.92 . Q . . ~V 131.30 . Q . . .V 126.('2 . Q . . .V 121.41 . Q .. . .V 117.34 . Q . . .v 113-69 . Q . . � .V 110.42 . Q . . . V 107.46 . Q . . . V 104.75 . Q . . . V 102.26 . Q ^ ^ ~ V 100.00 . Q ° . . V - 98.08 . (] . . . V 96.55 V 95. 33 . Q . . ~ V 94.26 . Q . . . V 93.0B . Q . . , y c�1.79 . Q . . . V 90.47 . Q . ~ . V V O9.16 O7.87 . O . . . \/ ' 06.64 ~ [: . ~ . \/ 85 \/ V V 83.25 . Q V 81 .2O V V 80.24 . O . . . V 79.32 . Q . . ^ 78.4: Q . . � . V 77.57 . Q . ~ . V 76.75 . Q ^ ^ ~ V 75.95 . Q . . . V 75.18 . Q . . . V 74.44 . Q . . . V 73.72 . {] . . . \/ 73.02 . Q . , ' V 72.�5 . O . . , V 71.70 . Q ^ ^ ^ V 71.06 69.8r-; V 6 6 0 21 6- 6 4 5 1 aL., i Ic I Qj. 6 1. 67 r,*! 21. 5 1. 1 , Y 6.4 . c,A 21 E I I 1 6 63 . 7 0 Q v 21 . ". .1 6 6 7 il - 2 7 l-; 6-1 . Q v 2 J. j 6t) 13 62. ci Gl 2 1 . 1 0 3 .21.917 1 2 9 1. 9 1 F2 7 19 7 6 v v 14 4 61.72 0. v '5672 6 1. 22.167 1. 83. 987 6 Q v 22.'250 184-., 4044 6C). 5 v 22. '333 1 84. 8 1 60.23 . 0 v 22.417 18S. 2315 59. E37 , 0 v 22.50(. 185.6415 59.53 . Q v 22. 583 186.0491 59.19 . 0 v 22.667 22.750 186. 454/if 186.6574 5B.85 58.52 0 0 v v 22 ' 1133 187�2583 50.20 0 v 22.917 le7.656? 57.80 0 27.. 00t) 188.053A. 57.57 Q v 23.083 1 SC-. A 478 57.27 Q v 23. 166 1. 6B. 8402 56.97 0 v 23.25.0 189.2305 56.67 Q v -23. 337.1 l8q.6188 56.3B . 0 V. ,,.A16 '23 190.0052 56�10 . 0 V. 23"500 190* 3996 55,82 , 0 V. 23. 518 lW.7722 55.55 . D V. 2.3.666 191.1529 55.28 . 0 V. 23.750 1 41 � 1. 5318 55.01 Q v . 23. 831 - 23.916 l9i.9088 5 4. 7r, 0 v . 192. 26 1 54. 4 0 v . 24. 0(..1 1 �., 1' 5 7 6 54. 2A V. 24. 197. 0234 5'-*!. 1 0 V. 24.166 ; 9 - 3613 4-9.07 .0 V. 24. 25t..) 19�;.641A 4o. 6- ' 7 . P v 24,333 193*8442 29.44 , Q, V 24.416 lq3.96! 17. 64, 0 v . 24. 5AX, 1 0319 c? i, 59 Q v . 2 �58 J 6 665 rr..,Y� 0 v 4. 6 63 6) Q,: L-7' '7' 12. '2 4. (i i ci Z; . 09 1 . Q V. '24. S33' 1 7 4 . 099 Q V.. 2 4 . 6 194. 1(..-3,z: .57 Q V. 2 .1. 9 4 Q v . - 067.; .13 P 2 5 6 1, J. � 06 7 V -- E9 FLOW F'ROC . FROM NODE 2.00 TO NODE 3.00 IS CODE - 7 2 ADDED 1*0 STREAM NUMBER l<<<<< A ry i f - - I' cl IS CODE 1. - " ] ML, (H�S> VOLUHE(AF> Q (CF S) (.. 1100. ------------------------------------------------------------------------ 0291 4.2 - 31 .167 .15I4 17.9,*"t G .250 .500 50 .333 1.1641 96.39 Q .417 .2.2000 I 50.41 V .500 3.6470' 210,11 VC! .5B3 5.4316 259.12 \/ Q .667 7.4621 294.(33 V Q . . . . .750 9.6562 318.58 V Q . 8 � 11.9523 333.39 V Q . . . . . ,917 14~ 3210 343.g3' V Q 1.000 16. 7354 '0.58 \/ Q 1.083 19.1802 354.96 V Q 1.181 21.6388 357.01 V Q . . . . 1.250 24.1110 358.96 V Q 1.333 26.5964 360.88 V Q . . . . 29./)952 362.81 V Q 1.5�0 31.6072 36�.76 V Q 1.5 34.12i9 365.84 .V Q 1.667 36.652J 366.71 .V Q 1.750 "-19. 1839 367.58 .V Q . . . . 1.833 41.7215 368.46 .V Q 1.917 44.2652 369. - .V Q 2.000 46.6150 370.24 .V Q 2.t)83 49.3711 371,14 .V Q 2.167 51.9334 372.05 .V Q . . . . 2.'250 372.96 .V Q 2.333 . 54.5021 57.0770 373.89 .V 8 . . . . 2.417 59.6584 374.82 .V Q . . . . 2.500 82.2463 375.76 .V Q . . . . 2.583 64.B407 376.70 . V 2.667 2.750 67.4416 70.04 2 377.66 378.62 . . VQ VQ 2.833 77.6635 37 . VQ 2."917 75.2845 VO 3. 0n �71.��123 381.56 . VC' 3.083 80.��470 38Z.56 . VQ 3.167 B3.1886 383.56 . VQ �ffl.837 384.58 . VQ �8.4q29 385.6� . VQ -- �3.41�` 91.1557 86 64 3 ^ . ' (/�� 3.500 3.583 93.[]256 96 5 8 337.68 388. T Q m� �~667 99. 1874 "'z;89. 7c7 3.750 390.87 3.833 104.5786 391.95 3.917 107.2855 393.04 . Q 4.000 110.0000 394.14 . Q 4.083 112,7221 395.25 . Q 4~167 115.4519 396.37 . Q �m 4.250 J18.1896 397.51 . Q 4.333 4.417 120. 935. 123.6F-G7 398.65 399.81 . . Q & . . . . 4.500 1. 6 .4502 400'98 4.583 219� 4.667 9978 [V �05 77 ' ]5A.V!2/,c 5.-117 E 414.64 5.50A 160.2469 (15.96 . Q V . . . 5.5B3 163.1208 417.29 . Q �J.667 16 I8.64 5,750 1 8.B 420.01 . Q V 5.833 1.7988 421.39 . C- 5.917 174.7105 422.7E . Q V .' . . . 6.000 �77.631� �24.19 . Q V . . . . 6.0G'5 160.5 1 425.62 . Q V . . . . 6.167 153.5043 427.06 ��.25� 16 4556 428.52 6.333 189.4170 430.00 Q V . . . . 6.417 1 38 87 431.49 . Q V . . . . 6.500 195.37}8 433.01 . Q v . . . . 6.583 199.3635 434. 54 , 0 V 6.667 201.3668 436.08 . Q V . . . . 6. 750 204.3810 437.65 . Q V . . . . 6.833 207.4060 439.24 . Q V . . . . 6.917 2J0.4421 440.84 . Q V . . . . 7.000 213.4894 442.47 . Q V . . . . 7.()83 216.5480 444.12 . Q V . . . . 7.167 219.6182 445.78 . Q V . . . . . 7.250 222.7000 447.47 . Q V . . . . 7.333 225.7935 449.18 . Q V 7.417 228.8990 450.91 . Q V . . . . 7.500 332.0165 A-52.67 . Q V . . . . 7.583 235.1463 454.45 . Q V . . . . 7.667 238.2885 456.25 . Q V . . . . 7.7" 50 241.4433 458.07 . L] V . . . . 7.B33 244.6108 459.92 . Q V . . . . 7.917 247.7912 461.80 . Q V . . . . 8.000 250.9G47 463.70 . Q V . . . . C-1.083 254.1916 465.63 . Q V . . . . 8.167 257.4119 467.59 . Q V 8.250 260.645B 469.57 . Q V . . . . 8.337 26 47 1. 59 . Q V 8.417 267.1556 473.63 . Q V . . . . 8.50O 270.431B 475.70 . Q V . . . . B. S83 273.7225 477.81 . Q V . . . . {].667 277.02e0 47ki.95 . Q V . . . . 8.750 280.3483 482.�2 . Q V 8.833 2G3.6839 484.32 . Q V . . . . B.9i7 287.03<9 486.�� . Q V. 9.000 290.4015 4G8.B3 . Q V. 9.083 29 78 0 491.14 . � V. 9.167 297.1826 493.48 . Q V. . . . 5 5977 495.'B7 . Q y. 9.333 304.0294 498.29 . Q V. . . . 9.417 307.4781 500.75 . Q V. . . . 9.50O 310.9441 503.26 . Q V. . . . 9.5M- 314.4276 505.80 . Q v. 9.667 317.9290 508.39 . Q V. 9^750 331.4485 511~03 . Q V . . . 9.833 324.9865 513.71 . Q V . . . 9.917 32E.5433 516.45 . Q V 10.000 332.1192 519.23 . Q \/ . . . 1�.083 335.7147 522.06 - Q V . . . 4.95 . Q V `- - :J iF.). El 1 1 t,;li:;li,! ;•I f�. r�f_iEa .� �. J , .{ �} f• '� 1 1. 1 1 3 7 ? 034. 4' 1 CJ 56 4. 4.: w i v a. 6). t 5 1. ..t .J 9 G 4:: :/ f.(};_).._. 58. C! » v - .593 404.2t26 584.14 v _=! i 2. =:8 c:i 7 n 16 . ,Ci 992 1 >:::. 71:) 597. 14 C! ! V - V 11.5'17 42(). 6/17 601..71 y Q = V 1 2. 000 4 24 . f# 194 606.30 C? . V • 12.083 429. 0 2*76 611.04 G? v 12:167. 433.2664 615.47' Q V - 12.250 437.5320 615.37 Ci v . 12. 333 12"417 441.8223 446.13:65 622.94 Y 626.43 G! Cl. Y U » v • - 12. 5: c r �i .,t:? . r 75 =i 6 t:) D. 01 C! . t' 12.667. 459. 2440) 639.00 C' J 12.750 463.6f'st..0 644.40 Cl V 12'. eZ 469.1604 1604 650.26 V. 12.917. 472.6817 656.4E [ V ` ? 3.000 477.2480 663.03 3 w 0. v 4 13.083 481.6615 669. V 13.167 ,l.7-, ' V*- ' 5 f ,) 1::. ;.3 : 13.417 1:3.500) 17.. 583 486. 5245 4 -. ' 1. 2,'7 C'fi:i 496. 0063 06., 500.8291 505.7094 510. 64 99 6'77.06 `: L° 5 1. 692.24 . 700.20 r 708.62 717.36 a i v f. V B . ° 0 . V r w C w V - ^ C! v 13.667 i ; .. 750 131. 8 - 313 515.6';7)() 5 20. 7215 525. B '726.44 73 ; . y5 7A.5. F:` C! Y v . + v :! W 1.3.917 5:x:1. 756. 26 C? . v 14. QOO 14. Off "'. 5 =16. :;499 541 76 7.12 Y 779. •71 Q Y V 0 14. 1 7 547. 1. ` 58 79,., 12 G? - V 1. '. 4. a 5 0 AL r :': 17 '- 52 . 6 16 0 55".- 61.1- x.64• , 60 1 1 8 1 E:. 1. •7 841. it r . 79 V l! U C' v - i. 14. 667 1 ti, . 7 :5 * 0, 14. a' 14.917 :7 7 . � , , :.::, t:js3. 8 A.1 i 5?`t ). 6 6 `91 . `' .5 1.1 604, 6i(11 9; • .. 2 4 C i 2 5J9. 4.4 9� 3}. 9s' » 11_ r4 1,029.47 C j . 1 • v - Cl !• v ` V. 15. (100 61.1.. 885 94 1052.31 Q. V. 15. OP- 1.5. 1.67 J 5.250 1. E). ` Jf - 2 :`.: ,`. 619. 3000 626. 88 6 6 5 67 12 . f 7 . 6�' 5 , .. 1076.17 1 101.18 1128. 60 1166. 12!.!7.9:'_ 1 21. t:! w B'7 . 17 C) iv. 3 . 1 ! .7 C +. V. L? V • ` C! V. v G. V . Gi V ! .tip 0 1E.'. 5 E G7 -2' (,5:x'13 7;'; . CO r « 16 66 1'i + %`.. ., 0 G » : l9 • a r r r U3 3 r, .,,..,._, ,.., t n r 161. i` ,.., 4 c; 1 7 fl 16 90 9 41 . '.;,+ r V ,. 17. (,! +)O t jLIL 1- )r {- ? : :'•; 1'; C.�. 2 17. 0S 9:'iR) • 0 76 1 1 7 7 . 14 ::7. 1.67 � � is_'t::R; _16:3,5La v j d )' �'.Y L::•i t .�_: r1�f. ;:. .. .`' - 71k 47 9. :. 1 1 ^ 7 . L _ .�� i:. P r + �. ' y . A.1 . G: . 7. too 99:; }.55.:i2 C 1 5 - j.13 V 17.58? 996.547. 669.47 Of . V 17.667 1 002. 202 E3' 1. 72' V 1 ?. 750 1007. . 6420 189. $1 Q w . V 1 633 17.917 1C)1. . 1 ()1. . 990-C) 763.65 739.99 C! . Q . V . V 18. 000 10)2 2.9510 719.21. . a V 18,083 18. 1.6 7 1027, 77 80 1032. 4960 7110" FJ9 a 635.04 u r . v V I , 50 1 67 1.c "i7 'v+ Z, - 10 4 s . 65 6` E=. 61. . Ci V 18.4 3. 1 o46. 1121 i 647.32 Q V 18.500 1.050. 4980 636.91 0 a V 18.5£1:' 10)54.8170) 627.11 Q a V 18..667 1059.0700 61.7.59 0 r V + IS. 10617. - - : ;870 ,9`� . 2A . C! . V 18.91 " 19.000 10i 1. 4540 10:75.46; i_i 590.54 a Q Q . V V 19. U8 107cr. 418:0 574. 16 0. V 1 y. 167 1CYE3:.'ya - SIV 566.44 a UI r V 1:_ 25C) i O 3 7. 1699_ a'. - )9. C16 Ci V 19.' i::, 19.41 f 909c,.9710 r -• :i0i -�'��» 7.::c1C) 55 a0 0 cn_:- iin ,�...).. +a -�� . Q G? a tit V A 9.5C 19.581 1 0 ,1 I . 4.3601 11 0 11 1 10 538.76 53'::.51 %! G! w V 1J 1 . ` 7 . 667 1105. 7300 `26. A.c . C: • V 2(l. 1 t:7 1121-,. 695" 4 )4. a a a V ._' {_t • .. r.:l {�} ... 1 _ -`} r ^t �+ '- Y (. Y t 6 � � f.�. 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V i 21- 000 1. 5 1. 3 _ a » 2 0113 23. 000 23. 166 2a. 416 23. 500 23. 750 24. 083 24. 166 2 4"666 25. 000 1192.0140 1��4.88�0 119?.�320 1200.5/�0 1203.3�0 l206.178� �20R.9590 1211.7240 �?14.4730 1217.2060 1219.9�30 1 22.625� 1225.3130 1227.9850 1230.6440 1233.2880 1235.9190 1238.5360 1241.1390 1243.7290 1246.3070 1248.8720 1251.4240 1253,,9640 1256.4920 12t9.0080 1261.4830 1263.85 l265.9880 1267.7980 1269.2300 1270.2470 1270.9260 1271.3600 1271.6330 1271,8070 1271.9140 1271.9800 1272,0210 1272.0530 �272.0780 0940 1772.1040 1272.10�0 1272,1050 \272.105O 127?.10�0 1272.1050 `- 416.5// 411.27 4C8.74 40�,.2b 4 3.83 401.45 399.11 396.82 394.58 392.37 390.2i 388.09 386.00 383.96 381.95 379.97 37G.03 376.12 374.24 372.40 370.59 368.80 367.05 3&,5.32 J59.40 54-1 09 310.00 262.G7 207.93 14 98.53 63.00 39.65 25.39 15.5O 9.57 5.95 7.53 .22 .00 .00 .0� .00 . / ^ � . k . Q . Q . Q . Q . R . Q . Q . Q . Q . Q . Q . Q . Q . Q . Q . Q . Q . Q . Q . Q . Q . Q . Q . Q . Q . Q . Q . Q Cl! .Q .Q Q Q Q Q Q Q Q Q Q p Q Q Q Q Q Q . ' ~ ' . . . , . . V . . . V. . . . Y . . . ^ V. . ~ , V ^ . . . v. . . . V. V - . . . V. . . . V. ~ . . V. ^ . . V. . . . V' , , ~ V. . . ^ V~ . . . V. V. ~ . . V. ' V' ~ . . . ~ V. V. , ^ , V. . . . V. . . . V. . . . V. V. . ' ~ . . . V. V. . . . V. V . � . ~ V. V. FI 1 u� il 1 L P R03ECT: _e►: k m DATE: Der—., ;P_ S't Pr'eM ENGINEER: �` I. Enter the design storm return frequency (years) n a L= 12,Lo 2. Enter catchment lag (hours) 3. Enter the catchment area (acres) 4. Enter basef low (cfslsquare mile) p S. Enter 5 -Graph proportions (decimal) Valley: Developed 1 Foothill Mountain tb Valley: Undeveloped P Desert 9> 6. Enter maximum loss rate, F (lnplOwtr) • 514 7. Enter low loss fraction, Y (decimal) • 9 i ,6Z S. Enter watershed area - averaged S- minute point rainfall (trades)* ( •'� ,_ Enter ,watershed area - averaged 30- minute point rain. fall (inches)* X Enter watershed area - averaged 1 - hour point rainfall Enter watershed area - averaged 3-hour point rainfall (ind:es)* 2 - Enter watershed area - averaged 6-hour point rainfall (inches)* Enter watershed area - averaged 24 -hour point ' rainfall Gnd+es)* J 9. Enter 24 -hour storm unit Interval (minutes) 'Note: enter values un, adiiuted by depth -area factors SAM 13ERNARDINO COUNTY W0f*WGY MANUAL E -28 1iYAT�l� N MRMAT -M FORM �`opil� E•7 r7 I — I I I I I h,l I I I I II *MEET NO.- Of JOB N0. BY ASL Consulting Engineers SIGNATURE OAT E. SUBJECT OFFICE Q1 1 pm + ' OEPT. b� to � � p� � � � O� to � p �a. � a j � � f a a O j O i Q � � � �. � 1 �''1 � V O 4 1 �1 r% t 4--4 - 40 V1 4 t z 0 r,�N NN co r,�N NN F i OJD R[.UT I iG AV;,1L N� UStNC O�.Ai��`�/S0Y DLIPWAFDIhO CQyi!IY — lot FRELIMINARYIEXFERIMFNTA1' VEREIPW*** Copyright 1483,178u Advanced Fng^neering Software U . ? 7/� Release bazc: j/09/67 ��eria� # I�ETC�E Especial]y prepared for: RETA TEG7 SITE FVA|-UAT]ON ONLY it DESCRIPTION OF STUDY NEW DECLEZ CHANNE" AT CYPRESS FILE N ; CYPRESS.DAT / TIME/DATE OF STUDY: 12:11 _ 0� FLOW PROCESS FROM NODE 1.00 TO NODE 2.00 IS CODE = 1 >>>> UN } IT - HYDROGRAPH ANALYSIS<<<<< (UNIT-HYDROC`,RAPH ADDED TO STREAM #1) WATER=RSE `'LAG" TIME = .263 HOURS dHIT HYDROGRAPK TIME UNIT = 5.000 MINLTES UN7T INTERVAL PERCENTAGE OF LAG-TIME = 32.020 WAT[R[OJRSE LE0711 = 12200.000 FEET LENGlH FROM CONCENTPATION POINT TOCENTROID = 2600.000 FEET ELEVATTON VARIATION ALOWG WATERCOUR5E = 75.000 FEET F�ASIN FACTOR = ~020 WATERSHED AREA = 1200.000 ACRES BASEFLO!,� = .000 CFG/SOUARE-MILE YALLEy(I`[VELCPE0) S-GRAPH SELECTED MAX�hU|1 W(�lER�KE� LU5S R�TE(l�CH/HOU�) = .514 LOW Li/SS F�ACTl[)� = .432 �]YDFlJ6R�7i{ HODE^- #A SP[C7F1ED* F'F(.r:C'TP DEPTH-AREA REDUCTION FACIORS: 5-MINUTE FACTOR 30-MJNUT[ FACTOR 1-HOUR FACTbK "` 3''HOU� FACTOR = �.-H/x|R FCCTUH ` .943 = .94� .943 .991 .997 H ! SPELlFIED PEA}' 5-M7NUTUS RAINF��-L(lNCH>= .45 SFFC3F7ED PPECIFlED PEAK PEAK 30-MINUTLE; RAINFALL(lNCH> 1-H�UR RAIN|`ALL(INCH) = = 1.00 1.35 SF'ECIFIED PEAK 3-HOUR RAINFALL(INCH) = 2.45 N� SPECIFIED PEAK 6-HOUR RAIMFA1JL(IN1'21i) = 3.60 — . SPECIFIED PEAK 24-HOUR BAINFALL(INCH)= 8.00 F'F(.r:C'TP DEPTH-AREA REDUCTION FACIORS: 5-MINUTE FACTOR 30-MJNUT[ FACTOR 1-HOUR FACTbK "` 3''HOU� FACTOR = �.-H/x|R FCCTUH ` .943 = .94� .943 .991 .997 H ! _____________ N� ----_�--�-------------------------------------- TOTAL'SOIL-LOGS VOLUME(ACRE-FEET) = 348.6894 TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 5 2.1902 � / ' �\ ^ I I I ` NUMBER' MEAN VALUEEi CjFZ*DlAP.TEb-'(l'FS) 4 59.446 4118.902 7 95.661 S 18. 977 716 65.97 _____________ N� ----_�--�-------------------------------------- TOTAL'SOIL-LOGS VOLUME(ACRE-FEET) = 348.6894 TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 5 2.1902 � / ' �\ ^ I I I ` [�U|1GFF HYDROGRA�H ` III IN FIVL.--MlNUTE TIME{HR5� VOLi|ME(AF� Q(CFS) 0. 625.0 1 250.0 18 0 .083 9[� .167 .1412 .250 .4397 46.25 (I .333 1.0367 83.78 V .417 1.8110 112.43 VQ '~500` 2.6906 127.72 V Q . . . . 3.b234 i55.44 \/ Q .667 4.5808 139~01 Q . . . . .750 5.5472 V Q B33 ' 6.5216 141.48 V Q .917 7.5023 142.40 V Q 1.000 8.4874 14'1:.C3 V Q ' 1.083 9.4754 143.46 V Q 1.167 10.4658 143.79 V Q . . . . ` 11.4584 144.12 V Q 1. 3 12.4533 144.46 V Q 1. 4,17 13.4506 144.80 .VQ . . . . 1 0 14.4502 145.15 .VQ 1.583 15.452`2 145.49 .VD 1.867 16.4566 145.84 .VQ I.750 17.4635 146.20 .VQ . . . . 1,633 18.4728 146.56 .VQ 1.9,17 19.4846. 146.9- .VQ . . . . 2.CCIO 20.A9B9 147.27 .VQ 2.0B3 21.5156 147.63 .VQ .167 22.5349 148.00 .yQ 2.250 23.5567 148.37 .VQ . . . . 2.333 24.5811 148.74 .VQ 2.417 25.6081 149.12 . Q 2.500 6377 149.50 . Q 2.5 27.6699 149.87 . Q . . . . 2.667 2O. 7C47 2.75/� 29. Tel" 3 31.825"I 151.44 3.00� �2.R712 151.�4 3.0G3 33.��96 15?.24 . Q 3. 167 34.9709 152.63 . 3.25� 36.0250 153.05 3.3 37.0B20 .153,A7 3.w17 3G.1418 153.8H . QV 3.500 ' 39.2045 154.31 . QV 3.' 83 40.2702 154.7 . QV . . . . 3.667 41.338B 155~16 . QV 3.�75'} 42 4104 . . 1�5 59 ~ QV 3. 156.C- 3 . QV I..�17 J56.47 . QV 4.0(`ill 45.6433 156.92 . OV ]37.T7 . @V 1. 4? ifl II III It 4.hL� 0 /61.i3 33 56.6262 j61.63 . k V 4.917 57.7427 162.12 . Q V . 5.U00 58.8628 162.63 . Q V . 5.0B3 59.�863 163.13 . Q V . 5.167 61.113�� 16�.65 . Q \/ . 5; .25 164.17 . Q V ^ 5.333 63.378'e 164.69 . Q V . 5.417 64.5161 165.22 5.500 65.6577 165.76 . Q V . 5.583 6 6.8079 166.29 . Q V . �.667 67.9520 166~85 . Q V , 5.75O 69.1049 167.40 . Q V . 5.833 70.2.61.6 . 167.9 . Q V . 5.917 71.4222 168.52 . Q V . 6.006 72.5868 169"10 . Q V . 6.083 73.7554 169.67 . &] V . 6.167 74.9260 170.26 r Q V . 6'. 250 76.1047 170°E35 . Q V- 6.333 '77.2855 171.46 . Q V . 6,417 78.4705 172.06 . Q V .` 6.500 79.6597 172.6H . Q V . �,.583 80.0532 173.30 . Q V . 6"�6.7 02.0511 173~93 . Q V . 6-750 63.2533 174.56 . Q V . 6°B33 84.4 6 0U 175 . Q V . . 917 85.8712 175.86 . 0 V . 7.00() 86.C869 176.53 . Q V . 7.083 88'1072 177.19 . Q V . �7.167 89.3323 177.87 . D V . '7.250 90.5620 178.56 . Q V . 7.333 9l.7965 179.26 . Q V . 7.411 ('1359 179.96 . Cl! V . 7.500 94.28`)3 180.68 . Q V . 7.583 95.5Z�5 181.*0 . Q V . 7.667 Ch:)~783(� 182.14 . Q V . 7.750 98.0434 182.B8 . Q V . 7.833 99.3081 183.64 . V V 7.917 100.5781 184.40 . Q V . 8.000 101.8534 185.18 . Q V . 8.083 103.1341 185.96 . Q V . G.167 104.4204 186.76 . Q V . 8.25r; 105.7122 187.57 . Q V . 1�7.00�7 188.40 . Q V . G,417 108.3129 189.23 . Q V . 8.500 ;09.6220 1`/0.08 . Q v . 8.58J 110.937O 190.94 . Q V . 8.667 11 80 191.El I . Q V ° 8.750 113.5R51 1.92. 70 . Q V. 8.B33 114.9185 193.60 . Q V. 8.917 116.25G1 194=51 . Q \/. 9.000 117.6042 195.45 . Q V. 9.083 118.9567 196,39 ' . Q V. 9.167 120.3160 197.36 . U V. 9.250 121.88 1B 198.33 . Q V. 1I3.0546 199.33 . Q V. �.417 1 24.4343 �00.33 . Q V. 9.500 125.82l1 201.'-57 . Q V V �.(167 1 - IT .6163 V 11 1 Ll � [ I 10.I5 �3�:,.�.4�5 Q 1J.4�7 14�.3814 2l3.99 . Q .V . . 10.5�0 21 ti. 2@ 10.583 144.5556 216.5g 10. 66' l46.{565 217.93 ~ Q .V . . 10.75Y 14 9.2q . Q 10.833 149.08b7 220.69 . U .V . . 10.917 150.6164 222.11 . Q .V . . 11.000 . 152; .15o2 223°58 . U. ~ V . . 11.083 153.706� 225.06 . Q " V �1.1b7 1b±.2668 226.60 . Q . Y . . 11.250 156.8381 228.15 . Q 11.333 158.42 229.76 . Q V . . 11.417 ' 16U'()140 231.38 . Q 11. 5C)o 161.6151 233.07 Q . V . . 11.5873 1.63.2360 234.77 . 0 , V . ~ 11.667 ` 164.8651 238.55 . Q . V . . I1 750 166.5066 238.34 . Q . \y 11.033 168.1609 240.21 . Q V . . 11.917 189.8283 242.10 , Q . V . . 12.000 171.5092 244.06 . Q . V ~ . 12.083 ' 173.202B 245.92 . Q . V . ~ 12.167 174.9056 247.28 . Q . V . ~ 12.250 176.6137 247.99 . Q . V . . 1 31 33 176.3241 248.35 . Q . V . ~ 12 7 180,0405 249.21 . Q . V . . 12,500 101.7679 250.63 . Q . V . . 12583 . 1B3 �094 . 252 B6 ~ . Q . V . . 12.667 185.2670 255.21 . Q . V . . 12.750 187.0420 257.73 . Q . V . . ` 12.833 168.8353 260.37 . Q . V . . 12.917 190.6472 263.09 . Q . V . . '1 .A00 192.4788 265.95 . Q . V . ~ 13.083 194.3307 268.90 . Q . V . . 13.167 196.2039 271.99 . Q . V . . 13.250 198.0990 275.17 . Q . \/ . . 13.333 200.O172 278.51 . Q . V . '. 13.417 201.9590 281.95 . Q . V . . 13.500 203.9258 1285.58 . Q . V . . 13.583 2O5.9183 289.31 . Q . V . . \3.667 207.93O 27 . Q . V . . 13.750 209.9g59 297~35 . Q . V . . l3.833 212.0636 301,68 . Q . V . . 13-917 214.1722 306.17 ' O 14.000 2i6.3]37 31C.95 . Q . V 14.083 218.4916 316.24 . Q . V . . 14.16 V . . 14.250 223.0(37 331.95 Q , V . . 14.333 225.3597 34Z.08 . Q . V . . 14.417 227'7802 351.46 . Q . V . . 14.500 230.2579 359.77 . Q ~ V . . 14.583 232.76 367.57 . Q . V . . 14.667 235.3755 375.49 . Q . V . . ` 14.�50 238.0173 383.59 Q . V . . 14.833 240.7199 392.42 . Q . V. . �4.917 243.4�.;72 4�1.81 . Q . V. . 41 V. . 62 . Q . V , V . / I I �� " 4�6'(`( 15.75') 274. �l�2 15°917 282.03U1 542.6 Q 16.000 2G6.4284 6�7.47 V . . 16.083 292.6945 909.B5 . . @ . V . 16"167 303.2465 1r 32.!4 ~ , , Q . . 16.250 18.0492 2149.36 . . . V 16.333 334.�-z825 MKMA# . . . V 16.417 347.9198 1922.06 16.500 356.6694 1270.44 V . . \6.583 362.7398 881.43 . . Q . V . . 16.6b7 367.3279 666.18 . Q . V. . 1b,750 371.0884 546.03 . Q . . V. . 16.833 374.5916 508.66 . Q . . V. . 16.917 377.6371 471.25 . 0 . . V . 380°8277 434.24 '. - 0 . . V . . 17.4,100 '1�. 383.6093 403.89 ~ 2 . . v . 386.2280 380.23 . Q . . v . 17.250 '388.7181 361.57 , Q . . V . 17.Z�3 391.0862 343.84 . 0 . . .V . 17.417 393.3492 328.58 . Q . . .V . 17. ( _395.5260 316.06 . Q . . .V . 1�.583 397.63(3 305.54 . Q . . .V . 17.667 399.6716 296.40 . 0 ' . . .V . 17.750 401.6571 288.30 . Q . . .V . 17- 403.5916 280.89 . Q . . . \/ . 17.a917 405.4792 274.09 Q . . . v . 1.8.000 4m7.3238 267.83 . Q . _ . v . 1B.. 409.1294 262.18 Q V . 181 � . ~' 410 9030 . 257 52 . Q . . . V ~ . 1�3.�50 ��2.6516 253.89 . Q . . . V .(.333 414.3804 251.02 '. Q ^ . . V ~ 113.43.7 416.0884 248.00 . Q . . . V ^ 1 1900 417.7728 244.58 . Q . . . V . 1G}.583 419.4327 241.01 . Q . ' . V . 18.667 421.0680 237.44 . Q . . . V . �8.750 422.6792 233.95 . Q . . . V . 1B.833 424.2676 230.63 . Q ' . . . V . 18.917 425.B340 227.45 . Q . . . V . 1t/.000 427.3795 224.40 V 19.083 428'9049 221.48 . Q . . . V ' 19.167 430.4109 8.t)G . Q . ' . . \/ . �?.250 i5.99 . Q . . " V . 33 433.3683 213.42 . Q . . . V . 19.417 434.�211 210.94 . Q . . ~ V . 19.500 436.2 208.56 . Q . . `' . V . 19.5E i3 4 7.6780 206.27 . Q . . . V . 19.667 439.0833 204.06 . Q . . ' V . 19.750 440.474() 201.92 . Q . . . V . 19.833 441.8505 199,66 . Q . . . V . 19.917 443.2132 197.87 . Q . . . V . 20.000 444.5627 195.95 . Q . . . V . 20.083 445.8994 194.08 . Q " . . V . 20.167 447.2236 192.28 . Q . . . V . 20.250 448.5358 1�0.53 . Q , . . V ~ �0.333 44,;.B363 18�.B4 V . 7�.417 451.1255 187.19 . � . . ^ V ^ 4 2.4037 1S 5 . P V . [! 1�`Z.52 ' 7 ��.��.c9 l.:- . ND OF FLOOD RUi[[IkG ANALYSIS 171.76 . b t �6 Q155 170.56 . O 21.500 466.9B 169.39 , Q 2Z1.583 46fS .l407 168.24 . O 469.29] 1.67.12 . Q _21.667 21.750 470.4351 166.02 . Q 21.833 4�1.5711 1&4.95 . O ~' . . V . 21.917 472.6 163.90 . Q . . . \/ , 22.000 473.BZ16 162.88 . D . . . V . 22.083. 47'4.9364 161.87 . Q . . , y , 22.167 476.0444 160.F8 . Q . ~ ' y . 22.250 477.1458 159.92 . Q 22-333 478.2407 158.97 Q . ~ . V . 22.417 479.3291 158.05 . Q . . . V . 22. 480.4114 157~14 . 0 . . . V , 7.2-583 481.4875 156.25 . Q ~ . . - 22.667 482.5576 '155.37 . Q 22,750 483.6217 154.52 . Q . . . V . ' 484.6801 153.67 ~ Q . . . V ' 22 485.7327 152.84 . Q . . ~ V . 23 486.7796 152.03 . Q . , . V . 23.0G3 .487.8213 151.23 . Q , . . V . 23,16-6 488.8575 150.45 . Q . . , V , 23.250 48:?.8883 149.68 . Q � . ~ . V. 23 333 ^ 490 9139 ^ S. 14G 92 ~ Q ^ . . V. .23.416 491.9344 148.17 . Q . . ~ y, 23.500 492.9496 147.44 . Q . . . V. �Z3��83 �93.9602 146.72 . Q . . ~ V- �3.666 494.9659 146.()1 , (] . . . \/. ° '23`750 495 9667 ~ 145 32 . . Q . . .. V. ' 23°B33 496.9628 144.63 . Q . . . V. 23.916 497.9542 143.96 . Q 24.000 498.9411 143.29 . Q . . . y, 24.083 499.90 8 139.76 . Q . . , V. 24,166 500.7605 124.42 .Q ' . . . V. 24.256 501.4168 95.30 .Q . . . V. 24.33t 50J.8127 57.49 Q 34.416 502.m110 28.79 Q 2A.500 502.1050 13,65 Q . . . V. 24.583 502.1474 6.15 Q . . . V. 24.666 502.1671 2.8t Q 24.750 502.1798 1. 85 Q 24.833 502.1667 1.00 24.9l6 502.l8�5 .40 Q . � . . V. 25.0�0 �� l.:- . ND OF FLOOD RUi[[IkG ANALYSIS