Loading...
HomeMy WebLinkAboutFontana Auto Mall HydraulicsE FONTANA AUTO MALL HYDRAULICS t IF e CITRUS AV.,VALLEY BLVD. & CATAWBA AV. PREPARED BY JPKAPP & ASSOC. APRL, 26, 1993 HYDRAULIC ELEMENTS I PROGRAM (C) Copyriqht 1982-88 Advanced Enyineerinq Software (aes) Especially prepared for: SYMCAS Sym2lified Computer Aided Services 3900 BIRCH ST., SUITE 105 NEWPORT BEACH CA., 92660 1 __ ___ __-------------------------------------- �� TIME/DATE OF STUDY: 12:10 25-APR-93 m� * * * 10 ************************** DESCRIPTION OF STUDY ************************** CATAWBA AV. S.D. BOX TO CHANNEL * * * ************************************************************************** **************************************************************************** >>>>CHANNEL INPUT INFORMATION<<<<___________________________________________ --------------------------------- ---------�-�--------� ----- �� CHANNEL Z(HORIZONTAL/VERTICAL) = 0.00 BASEWIDTH(FEET) = 6.00 CONSTANT CHANNEL SLOPE(FEET/FEET) = 0.008900 UNIFORM FLOW(CFS) = 158.37 ====MANNINGS= FRICTION =FACTOR ===0.0140======================================= NORMAL-DEPTH -FLOW _INFORMATION:__________________________________________ ���������������� >>>>> NORMAL DEPTH(FEET) = 2.23 FLOW TOP-WIDTH(FEET) = 6.00 FLOW AREA(SQUARE FEET) = 13.40 HYDRAULIC DEPTH(FEET) = 2.23 FLOW AVERAGE VELOCITY(FEET/SEC.) = 11.82 UNI FORM FROUDE NUMBER = 1.394 PRESSURE + MOMENTUM(POUNDS) = 4560.76 AVERAGED VELOCITY HEAD(FEET) = 2.169 SPECIFIC ENERGY(FEET) ========4.402====================================== CRITICAL-DEPTH -FLOW _INFORMATION: CRITICAL FLOW TOP-WIDTH(FELT) = 6.00 CRITICAL FLOW AREA(SQUARE FEET) = 16.72 CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 2.79 CRITICAL FLOW AVERAGE VELOCITY(FEET/SEC.) = 9.47 CRITICAL DEPTH(FEET) = 2.79 CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) = 4360.66 AVERAGED CRITICAL FLOW VELOCITY HEAD(FEET) = 1.394 CRITICAL FLOW SPECIFIC ENERGY(FEET) = 4.180 0 2� HYDRAULIC ELEMENTS I PROGRAM FAC�::'.AGE Especially prepared for: SYMCAS Sym2lified CompUter Aided Services 3900 BIRCH ST., SUITE 105, NEWPORT BEACH CA., 92660 m�________________________-------------------------------------------------- � TIME/DATE OF STUDY: 12:07 25-APR-93 ************************** DESCRIPTION OF STUDY ************************** * CATAWBA AV. S'D. STA. 10+62.33 TO 14+56.67 * ~~ * * >>>>PI PER LOW_HYDRAULIC_INPUT_I PIPE DIAMETER(FEET) = 4.250 PIPE SLOPE(FEET/FEET) = 0.0089 — PIPEFLOW(CFS 58.37 TION FAC = TOR === 0 � 0130 MANNINGS FRIC 00===================================== CRITICAL-DEPTH FLOW INFORMATION. _______________________________ ------------------�-------------�-------�---� CRITICAL DT---.PTH(FEET) = 3.69 w� CRITICAL FLOW AREA (SQUARE FEEr> = 13.022 CRITICAL FLOW TOP -WI�TH(FEcT) � CRITICAL FLOW PRESSURE + M-MENTUM(POUNDS) = 5117.39 ~� CRITICAL FLOW VELOCITY(FEET/SEC. ) = 12. IC- CRITICAL FL 0 W VELOCITY HEAD(FEET) = 2.28 CR�TICAL FL�W HYDRAULIC DEPTH(FEET) = 4.55 � CR FLOW SPECIFIC ENERGY(FEET) = 5.97 NORMAL-DEPTH FLOW INFORMATION: ____________________________________________________________________________ NORMAL DEPTH (FEET) = 3.46 ' FLOW AREA(SQUARE FEET! 12.37 FLOW TOP-WIDTH(FEET) = 3.305 FLOW PRESSURE + MOMENTUM(POUNDS) = 5150.39 FLOW VELOCITY(FEET/SEC. ) = 12.801 FLOW VELOCITY HEAD(FEET> = 2.544 ud HYDRAULIC DEPTH(FEET) = 3.74 FROUDE NUMBER = 1.166 SPECIFIC ENERGY(FEET)==============6.01================================= �� 0 � ' HYDRAULIC ELEMENTS - I PROGRAM PHC� (C) Copyright 1982-88 Advanced Enqineerin.Cj Software (aes) � Ver. 2.7A Release Date: 6/25/88 Serial # DE1702 Especially prepared for: SYMCAS Set-vices w� Sym2lified Computer Aided Sery ~~ 3900 BIRCH ST., SUITE 105, NEWPORT BEACH CA., 92660 ____________________________________________________________________________ 1 TIME/DATE OF STUDY: 12:05 25-APR-93 = DESCRIPTION OF STUDY ************************** ^ * CATAWBA AV S D STA. 14+61 33 TO 17+16.17 * Aw . . . . . * * * >>>>PIPEFLOW HYDRAULIC INPUT INFORMATION<<<< w� PIPE DIAMETER(FEET> = 4.000 PIPE SLOPE(FEET/FEET) = 0.0141 PIPEFLOW(CFS) = 158.37 MANNINGS FRICTION = FACTOR = = = 0 � 013000 =================================�=== OR i CRITICAL-DEPTH FLOW INFORMATION: ____________ ________________________________________________________________ CRITICAL DEPTH(FEET) = 3.66 m� CRITICAL FLOW AREA(SQUARE FEET) = 12.043 CRITICAL FLOW 2.242 CRITICAL FLOW PRESSURE + MOMENTUM (POUNDS) = 5342.66 m� CRITICAL FLOW VELOCITY(FEET/SEC. ) = 13.151 CRITICAL FLOW VELOCITY HEAD(FEET) = 2.69 w� CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 5.37 ` CRITICAL SPECIFIC ENERGY (FEET"' = 6.34 NORMAL-DEPTH FLOW INFORMATI' ____________________________________________________________________________ NORMAL DEPTH(FEET) FLOW AREA(SQUARE FEET) m� FLOW TOP-WIDTH(FEET) = 3.407 FLOW PRESSURE + MOMENTUM(POUNDS) = 5609.86 FLOW VELOCITY (FEET/SEC. ) = 15.415 FLOW VELOCITY HEAD(FEET) = 3.690 «d HYDRAULIC DEPTH(FEET) = 3.02 FROUDE NUMBER = 1.564 SPECIFIC ENERGY(FEET) = 6.74 ============================================================================ 0- HYDRAULIC ELEMENTS I PROGRAM PAC�::'AGE )q Sof ware (c copyright 198 Advanced Enqlnc.- Especially prepared for: SYMCAS m� Sym2lified Computer Aided Services q Fq 3900 BIRCH ST., SUITE 105, NEWPORT BEACH CA., ^ TIME/DATE OF STUDY: 12:00 25_APR_93====================================== ************************** DESCRIPTION OF STUDY ************************** CATAWBA S D STA. 17+20 83 TO '21+2 . . . . * * * * � ** **** >>>>PIPEFLOW HYDRAULIC INPUT INFORMATION<<<<________________________________ PIPE DIA�ETER(FEET) = 4.000 � PIPE SLOPE (FEET /FEET) = 0.0168 �� PIPEFLOW(CFS) = 158.37 MANNINGS FRICTION =FACTOR ==013000===================================== l CRITICAL-DEPTH FLOW INFORMATION: ------------------------------ CRITICAL DEPTH (FEET) = 3.66 CRITICAL FLOW AREA(SQUA�E FE�T) = 1�.043 CR TICAL FLOW TOP-WIDTH(FEET) = 2.242 i CR TICL SURE + M N � A '�"� ` '` E OMETUM(POUNDS) = 5342.66 m� CR --' �-- TI CITY (FEET /SEC. ) = l'.151 CRITICAL FLOW VELOCITY HEAD(FEET) CR --- TICAL � HYDRAULIC DEPT�(FEET) = 5.37 CRITICAL FLOW �SPECIFIC ENERGY'FEET)==============6. 34=================== NORMAL NORiNIAL DEPT ET) i FLOW AREA(SQUARE FEET) = 9.52 m� FLOW TOP-WIDTH(FEET) = 3.635 FLOW PRESSURE + UM(POUNDS) = 5849.28 FLOW VELOCITY(FEET/SEC. ) = 16.633 � FLOW VELOCITY HEAD(FEET) = 4.296 u� HYDRAULIC DEPTH(FEET) FROUDE NUMBER SPECIFIC ENERGY(FEET)==============7�13================================= di 0 V 7j W HYDRAULIC ELEMENTS I PROGRAM PAC[:'.AGE' w� (C) Copyright 1982-88 Acjvanced Engzneerzng Software (aes/ i Ver. 2.7A Release Date: 6/25/88 Serzal # DE1702 Especially prepared for: w� SYMCAS > -- Symplified Computer Aided Services q2660 3900 BIRCH S/., SUITE 105 NEWPORT BE AC� �H., ` TIME/DATE OF STUDY: 11:57 25-APR-93 m� ============================================================================ .* * * i i i Nd Aw ! ! Ali on iw 'o c ************************** DESCRIPTION OF STUDY ************************** CATALk9A AV. S.D. PIPE STA. 21+25.33 TO 22+75.18 * * * *****+******************************************************************** >>>>PIPEFLOW HYDRAULIC INPUT INFORMATION<<<< PIPE DIAMETER(FEET) = 4.000 PIPE SLOPE ( FEET/ FEET ) = 0.0125 PIPEFLOW(CFS) = 158.37 MANNINGS FRICTION FACTOR = 0.013000 ============================================================================ CRITICAL-DEPTH FLOW INFORMATION: ____________________________________________________________________________ CRITICAL DEPTH(FEET) = 3.66 CRITICAL �LOW AREA(SQUARE FEET) = 12.043 CRIT�CAL FLOW TOP-WIDTH(FEET> CRITlCAL FLOW PRESSURE + MENTUM(POUNDS) = 5342.66 CRITICAL FLOW VELOCITY(FEET/SEC.) = 13.151 CRITICAL FLOW VELOCITY HEAD(FEET) = 2.69 CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 5.37 C�ITICAL FLOW SPECIFIC ENERGY(FEET) = 6.34 ============================================================================ NORM 'AL -DEPTH FLOW INFORMA ION: ____________________________________________________________________________ NORMAL DEPTH(FEET) = 3.23 FLOW AREA(S UARE FEET) = - 10.S7 FLOW T WIDTH(FEET) = 3.155 FLOW PRESSURE + MOMENTUM(POUNDS) = 5470.28 FLOW VELOCITY(FEET/SEC.) = 14.569 FLOW VELOCITY HEAD(FEET) = 3.296 HYDRAULIC DEPTH(FEET) = 3.45 FROUDE NUMBER = 1.383 SPECIFIC ENERGY(FEET) = 6.53 ============================================================================ 77 �� �� ****************** HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-88 Advanced Enqineering Software (aes) a� Ver . 2 . 7A Release Date: 16 E /�/8 Serial # D1702 Especially prepared for: -1 S Y M C A S Sym�lified Computer Aided Service q2660 -- 3900 BIRCH S/ . , SUITE 105 NEWPORT B�A[� ��. , TIME/DATE OF STUDY: 10:21 25-APR-93 ===================== DESCRIPTION OF 27UDY ************************** CATAWBA AVE. S.D. PIPE STA. 23+06.17 TO 23+14.17 * * � � * *** >>>>PIPEFLOW HYDRAULIC INPUT INFORMATION<<<<________________________________ PIPE DIAMETER(FEET) = 4.�50 PIPE SLOPE(FEET/FEET) = (D.0194 - PIPEFLOW(CFS) = 199.83 MANNINGS FRICTION FACTOR = 0.013000 ==================================== � CRITICAL-DEPTH FLOW INFORMATION: ------------------------------------------------------�������������������������� CRITICAL DEPTH(FEET) = 3.97 �RITICAL FLOW AREA(SQUARE FEET) = 13.785 �RITICAL FLOW TOP-WIDTH(FEET) -� CRITICAL FLOW PRESSURE + MO[1ENTUM�POUNDS) = 7253.37 CRITICAL FLOW VELOCITY(FEET/SEC.) = 14.496 CRITICAL FLOW VELOCITY HEAD(FEET) CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 6.53 � CRITICAL FLOW SPECIFIC ENERGY(FEET) = 7.23 ======================================================================= ' NORMAL-DEPTH_ FLOW _INFORMATION: __________________________________________ ^ N DEPTH(FEET) = 3.01 -/ - m� OW AREA(S FEET) FiOW TOP-WIDTH(FEET) = 3.863 FLOW PRESSURE + MOMENTUM(POUNDS) = 8093.73 FLOW VELOCITY(FEET/SEC.) = 18.596 | FLOW VELOCITY HEAD(FEET) = 5.369 m� HYDRAULIC DEPTH(FEET) = 2.78 FROUDE NUMBER = 1.965 SPECIFIC ENER6Y(FEET) ==============8.38================================= 0 0 ' ************************ HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright Software (aes) � Ver. 2.7A Release Date: 6/25/88 Serial # DE1702 . Especially prepared for: SYMCAS Sym2lified Computer Aided S r v c eies 3900 BIRCH ST., SUITE 105, NEWPORT BEACH CA. 92660 TIME/DATE OF STUDY: 10:15 25-APR-93 ===================== ************************** DESCRIPTION OF STUDY ************************** CATAWBA AV. S'D. PIPE STA. 2 TO 24-6:747—�7-7, * _ �� '9^ � * * ��`��» �<���~^�� * ************************************************************************** >>>>PIPEFLOW HYDRAULIC INPUT �-___________________________________�� '� PIPE DIAMETER(FEET) = 4.250 o4 PIPE SLOPE(FEET/FEET) = 0.0122 PIPEFLOW(CFS) = 155.40 === MANNI N G S = FRICTION = FACTOR = = = 0 � 013300 = ==================================== -� CRITICAL-DEPTH FLOW INFORMATION: -----------------------------������������������������������������������ CRITICAL DEPTH(FEET) m� CRITICAL FLOW AREA (SQUARE FEEr) � �RITICAL FLOW TOP H -WIDT(FEET> 4q79 60 CRITICAL FLOW PRESSURE + MO�ENTUM(POUNDS) = . CRITICAL FLOW VELOCITY(FEET/SEC.) = 11.950 CRITICAL FLOW VELOCITY HEAD(FEET) CRITICAL FLOW HYDRAULIC DEPTH(FEET) � CRTT7r4L FLOW SPECIFIC ENERGY(FEE � ) = 5.' 8 ======================================= NORMAL-DEPTH FLOW INFORMATION:__________________________________________ _____________________________� ��� � NORMAL DEPTH(FEET) = 2.96 ~� FLOW AREA(SQUARE FEET) = .10.56 -- FLOW TOP-WIDTH(FEET) = 3.906 FLOW PRESSURE + MOMENTUM(POUNDS> = 5293.71 FLOW VELOCITY(FEET/SEC.) = 14.719 ' FLOW VELOCITY HEAD(FEET) m� HYDRAULIC DEPTH(FEET) FROUDE NUMBER = 1.578 SPECIFIC ENERGY(FEET) ==============6.33================================= dw 0 'o 0� mm **************+****** HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1 Advanced Eng ine . erin� Software faes/ Ver. 2.7A Release Date: 6/25/88 Serzal # DE1702 . Especially prepared for: � SYMCAS ^� S Computer Aided Ser'ices -- 3900 BIRCH ST. , SUITE 105, NEWPORT BEACH CA. ' TIME/DATE OF STUDY: 10:12 ' D OTT ON OF STUDY |************** ���n� * d* CATAWBA AV. S.D. PIPE STA. TO I7+ 74'w,o * >>>>PIPEFLOW HYDRAULIC INPUT INFORMATION<<<<________________________________ � PIPE DIAMETER (FEET) = 4.250 m� PIPE SLOPE(FEET/FEET) = 0.0125 PIc'EFLOW(CFS) = 112.00 === MANNINGS = FRICTION = FACTOR ===0.013000===================================== CRITICAL-DEPTH FLOW INFORMATION: _______________________________________________________________-___--__-___ � CRITICAL DEPTH(FEET) = 3.16 CRITICAL FLOW AREA(SQUARE FEET> = 11,�09 CRITICAL FLOW TOP-WIDTH(FEET) ~� CRITICAL FLOW PRESSURE + MOMENTUM(POUN�S> = 3147.33 CRITICAL FLOW VELOCITY(FEET/SEC.) = 9.904 CR. ITICAL FLOW VELOCITY HEAD(FEET) = 1.52 CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 3.05 � CRITICAL FLOW SPECIFIC 4.68 NORMAL-DEPTH FLOW INFO�MATION:_____________________________________ ����������������������������� _____ NORMAL DEPT FEET) = 2.36 ' FLOW AREA(SQUARE FEET) = . 8.07 ~~ FLOW TOP-WIDTH(FEET) = 4.225 FLOW PRESSURE + MOMENTUM(POUNDS) = 3517.85 ~� FLOW VELOCITY(FEET/SEC.) = 13.881 ' FLOW VELOCITY HEAD(FEET) = 2.992 *� HYDRAULIC DEPTH(FEET) = 1.91 FROUDE NUMBER = 1.770 SPECIFIC ENERGY(FEET)==============5.35================================= -- 0 0 �� "= ****************** HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-88 Advanced Engineering Software (aes) ` Ver. 2.7A Release Date: 6/25/88 Serial # DE1702 Especially prepared for: SYMCAS Symplified Computer Aided Ser'ices 3900 BIRCH ST., SUITE 105, NEWpORT BEACH CA., 92660 ________________________________________ ---- _________________________________ TIME/DATE OF STUDY: 10:09 25-APR-93 ======================= ************************** DESCRIPTION OV STUDY J� CATAWBA AAV. S.D. PIPE STA. 25+50wf�� TO STA. 3 3 31+g-�LG7 * * >>>>PIPEFLOW HYDRAULIC INPUT INFORMATION<<</________________________________ ----------------------- �������������������� PIPE DIAMETER(FEET) = 3.000 PIPE SLOPE(FEET/FEET) = 0.0087 ~~ PIPEFLOW(CFS) = 48.80 MANNINGS FRICTION ^� =FACTOR ===0.013000===================================== CRITICAL-DEPTH FLOW INFORMATION: CRITICAL DEPTH(FEET) = 2.27 CRITICAL FLOW AREA(SQUARE FEET) = 5,7W?- CRITICAL FLOW TOP-WIDTH(FEET) = 2.570 FLOW w� ~``^'^~'- ��|SqVF�E + MOMENTUM(POUNDS) CRITICAL FLOW �N� = 1169 3 . . 5 CRITICAL FLOW VELOCITY(FEET/SEC.) = 8'488 CRITICAL FLOW VELOCITY HEAD(FEET) = -'-�--'- �-�� 1.12 ---'---- FLOW HYDRAULIC DEPTH(FEET) = 2.2 1 CRITICAL �LU� SPECIFIC ENERGY(FEET) = ^ 3 39 NORMAL-DEPTH FLOW INFORMATION:__________________________________________ T 2.00 i2 FLOW EA UARE FEET) = � 5.01 -- '' '- � w� - 2.877 TOP-WIDTH(FEET) ^--- FLOW PRESSURE � MOMENTUM(POUNDS) = 1195 4t ' FLOW VELOCITY(FEET/SEC. ) = 9.738 � FLOW VELOCITY HEAD(FEET) = 1'173 ww HYDRAULIC DEPTH(FEET) = 1.77 FROUDE NUMBER = 1.289 SPECIFIC ENERGY(FEET)==============3.47================================= �� Especially prepared for: Cl i -� Sympl ed Computer Aided �ery ces �� 3900 BIRCH ST.~ SUITE 105, NEWpORT BEACH CA." 926�0 -� TIME/DATE OF STUDY: 10:01 25-APR-93 ======================= **************+*****+***** DESCRIPTION OF STUDY ************************** ^� CATAWBA AV S.D. oIPE SOUTH OF C.B. ~~ * � O-*�.�� �� 35;t-035;t-07- ��� X7 ��d� ***************************************************+********************** �>>>PIPEFLOW HYDRAULIC lNPUT PIPE DIAMETER(FEET) PIPE SLOPE(FEET/FEET) = 0.0133 — PlPEFLOW(CFS) = 48.80 === MANNINGS N = FRICTIO = FACT � R = = = 0 � 013000 == =================================== � CRITICAL-DEPTH FLOW INF�R�ATIOH: ��������������������������������������������������������������������������� CRITICAL DEPTH cE CRI � TICAL FLO HR���� u E'/ = ^ CRITICAL FLOW TOP-WI�TH(FEET) = 2.570 -� CRITICAL FLOW PRESSURE + MOMEN­UM(POUp 6�.35 ~~ CRITICAL FLOW VELOCITY(FEET/SEC. CRITICAL FLOW VELOCITY HEAD(FEET) CRITICAL FLOW HYDRAULIC DEPTH(FEET) 39 � �- TfAL F L OW SPECIFIC ENERGY(FEET)==============��===================== NORMAL-DEPTH FLOW NORMAL DEPT � (FEET) � FLOW AREA (S FEET) = 4. 24 �� FLOW TOP-WIDTH(FEET) FLOW PRESSURE + MOMENTUM(POUNDS) = 1286.31 FLOW VELOCITY(FEET/SEC. ) = 11.522 / FLOW VELOCITY HEAD(FEET) = 2.061 ow HYDRAULIC DEPTH(FEET) FROUDE NUMBER = 1.698 SPECIFIC ENERGY(FEET>==============3�80================================= 0 �� .' HYDRAULIC ELEMENTS --- I PROGRAM P(4C�:: / Yer. /H Release Date: 6/2:-o'RE 3erzal # uE170� Especially prepared for: ~~ SYMCAS m� Sym2lified Comouter Aided Services 3900 BlRCH S|., SUITE 105, NEWPORT BEACH CA., 92660 ~� ___________________________________________________________ _ _ ________-______ ' TIME/DATE OF STUDY: 12:49 25-APR-93 �m * Aw di � 0 ************************** �ESCRIPTION OF STUDY ************************** * CITRUS Al.). S.D. BOX CULV. TO CHANNEL * * ************************************************************************** .:- INPUT INFORMATION<<<<___________________________________________ �--------------------------------- CHANNEL Z(HORIZONTAL/VE�TICAL> BASEWIDTH (FEET) = 6.00 CONSTANT CHANNEL SLOPE(FEET/FEET> = 0.DO 50�0 UNIFORM FLOW(CFS) = 183.54 ==== MANNINGS = FRICTION = FACTOR = = = 0 � 0140 ======================================= NORMAL-DEPTH FLOW INFORMATION:__________________________________________ >>>>> NORMAL DEPTH (FEET) = 3.08 FLOW TOP-WlDTH(FEET) FLOW ARE S RE FEET) = 18.51 HYDRAULIC DEPTH(FEET) FLOW AVERAGE VELOCITY(FEET/SEC.) UNIFORM FROUDE NUMBER PRESSURE + MOMENTUM/POU:tDS) = 5308.44 AVERAGED VELOCITY HEAD (FEET/ ==== SPECIFIC = ENERGY(FEET> = = ====== 4 � 612 ====================================== CRITICAL-DEPTH -FLOW _INFORMATION:________________________________________ ������������������� CRITICAL FLOW TOP-WIDTH(FEET) CRITICAL FLOW AREA(SQUARE FEET) = 18.45 CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 3.07 CRITICAL FLOW AVERAGE VELOCITY(FEET/SEC.) = 9.95 CRITICAL DEPTH(FEET) = 3.07 CRITICAL FLOW PRESSURE + MOMENTUM(POUr IDS) = 5308.39 AVERAGED CRITICAL FLOW VELOCITY HEAD(FEET) = l.537 CRITICAL FLOW SPECIFIC ENERGY(FEET) = 4.612 0 1 HYDRAULIC ELEMENTS -- I (C) copyright Advance'd PROGRAM PACKAGE Enqineering Software (aes) /25/88 Serial # DE1702 Especially prepared for: SyMCAS Symplified Computer Aided Services 3900 BIRCH S�., SUIT 660 E 105, NEWFORT BEACH CA., 92 MR ----------------------------- | TIME/DATE OF STUDY: 12:41 22-APR-93 DESCRIPTION OF STUDY ************************** S.D. PIPE IN CITRUS SUMP C.B. T[ CHANNEL * ' / >>>>PIPEFLOW HYDRAULIC INPUT INFORM4TION<<</ ---------- _ ________________________________________________________________ w� ' PIPE DIAMETER(FEET) = 5.000 � PIPE SLOPE(FEET/FEET) PIPEFLOW( C FS) = 163.54 === M 4NNINGS = FRICTION = FACTOR = = = 0 � 0130 � 0 ===================================== ` CRITICAL-DEPTH FLOW INFORMATION: CRITICAL DEP". *� CRITICAL FLOW . CRITICAL FLOW CRITICAL FLOW CRITICAL FLOW r9 TTTr4> FLOW �(FEE7) = 3,88 AREA(S�UA�E FEET) = 16.342 TOP-WIDTH/FEET/ = 4-172 PRESSURE + MOMENTUM(pO�N]S) VEL-CITY(FEET/SEC.) = 11.231 VELOCITY HEAD (FEET) = 1,96 -- ITI - '� �FLOW HYnRAUL_LC DEPTH(FEET/ 4 � CRITICAL FLOW SPECIFIC ENERGY(PEE| o.� NORMAL-DEPTH FLOW INF0 RMATI3N: ___________ NORMAL DEPTH(FEET) = 4.08 ~� FLOW A SQUARE FEET 17.17 ~~ FLOW TOP-WIDTH(FEET) = 3'870 FLOW PRESSURE + MOMENTUM( POUND S> = 5804.20 =n FLOW VELOCITY(FEET/SEC.) = 10.692 ' FLOW VELOCITY HEAD(FEET) = 1.775 HYDRAULIC DEPTH(FEET> = 4.44 FROUDE NUMBER SPECIFIC ENERGY(FEET) = 5.86 ========================================================================== 0 _ ******** *4f**** HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982 88 Advanced Engineering S ft (aes) - ance o ware Ver. 2 Release Date: 6/25/88 Serial # DE1702 Especially prepared for: SYMCAS S Computer Aided Services 3900 BIRCH ST., SUITE 105, NEWPORT BEACH CA., 92660 | TIM OF STUDY: 12:44 22-APR-93 � �____ � *********-4**************** DESCRIPTION OF STUDY ************************** | � S.D. PIPE IN CITRUS NOR OF SUMP C.B. * * * * * __************************************************************************** �********w*************************************************** > HYDRAULIC INPUT INFORMATION <<<< _~ PIPE DIAMETER(FEET) = 5.000 PIPE SLOPE(FEET/FEET) = 0.0050 NV PIPEFLOW(CFS) = 177.96 MANNINGS FRICTION FACTOR = 0.01300( CRITICAL-DEPTH FLOW INFORMATIO.:: CRITICAL DEPTH(FEET) = 3.8 CRITICAL FLOW AREA(S ARE FEET) = 16.102 CRITICAL FLOW TOP-WIDTH(FEET) = 4.245 CRITICAL FLOW PRESSURE + MOMEN1UM(POUNDS) = 5539.81 CRITICAL FLOW VELOCITY(FEET/SEC.) = 11.052 CRITICAL FLOW VELOCITY HEAD(FEET) = 1.90 CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 3.79 CRITICAL FLOW SPECIFIC ENERGY(FEET) = 5 - -------- NORMAL-DEPTH FLOW INFORMATION: [ NORMAL DEPTH(FEET) = 3.95 FLOW AREA(SQUARE FEET) = 16.66 FLOW TOP-WIDTH(FEET) = 4.067 FLOW PRESSURE + MOMENTUM(POUNDS) = 5547.88 FLOW VELOCITY(FEET/SEC.) = 10.685 FLOW VELOCITY HEAD(FEET) = 1.773 HYDRAULIC DEPTH(FEET) = 4.10 FROUDE NUMBER = 0.930 SPECIFIC ENERGY(FEET) = 5.73 . _ • | ---- � �^�- . ************************* **************************************** HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-88 Advanced Engineering Software (aes) Ver. 2.7A Release Date: 6/25/88 Serial # DE1702 Especially prepared for: SYMCAS Symplified Computer Aided Services 3900 BIRCH ST., SUITE 105, NEWPORT BEACH CA., 92660 ' - TI OF STUDY: 13:19 25-APR-93 *********** DESCRlPTION OF STUDY ************************** 1 * CITRUS AV. S.D. NORTH OF SUMP C.B. * * * * *****************************+******************************************** **************************************************************************** >>>>PIPEFLOW HYDRAULIC INPUT INFORMATION<<<< PIPE DIAMETER(FEET) = 4.250 PIPE SLOPE(FEET/FEET) = 0.0100 411 PIPEFLOW(CFS) = 177.96 MANNINGS FRICTION FACTOR = 0.013000 _ ____ CRITICAL-DEPTH FLOW INFORMATION: CRITICAL DEPTH(FEET) = 3.84 CRITICAL FLOW AREA(SQUARE FEET) = 1�.495 CRITICAL FLOW TOP-WIDTH(FEET) = 2.499 CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) = 6079.51 CRITICAL FLOW VELOCITY(FEET/SEC.) = 13.187 CRITICAL FLOw VELOCITY HEAD(FEET) = 2.70 CRITICAL FLOW HYDRAULIC DEPTH (FEET) = 5.40 CRITICAL F SPECIFIC ENERGY(FEET) = 6.54 NOTE:GIVEN NORMAL DEPTH IS LOWER VALUE OF TWOPO5SIBLE- SUGGEST CONSIDERATION OF WAVE ACTION, UNCERTAINTY, ETC. NORMAL-DEPTH FLOW INFORMATION: ' . NORMAL DEPTH(FEET) = 3.74 FLOW ARE FEET) = 13.22 '- FLOW TOP-WIDTH(FEET) = 2.765 FLOW PRESSURE + MOMENTUM(POUNDS) = 6083.12 FLOW VELOCITY(FEET/SEC.) = 13.463 FLOW VELOCITY HEAD(FEET) = 2.815 HYDRAULIC DEPTH(FEET) = 4.78 FROUDE NUMBER = 1.085 SPECIFIC ENERGY(FEET) = 6.55 '' n`"A"L.^C '`~~'`~'' ' ~� ( / �C) Copyright 1982 E n -88 Advanced ngineeri� �o+ ware aes Ver 2.7A Release Date: 6/25/88 Serzal # D�1702 . Especially prepared for- s Y t1l c A s Symplified Computer Aided Services 39�)0 BIRCH ST., SUITE 105, NEWPORT BEACH CA., 92669 w�__________________---------------------------------------------------------- � TIME/DATE OF STUDY: 13:39 22-APR-93 w� * / - * =�* S.D. �IFE IN CI�RUS SOUTH OF INT. OF VALLEY * * * * �J >>>>PIPEFLOW HYDRAULIC �NPUT INFOR ION<<<<________________________________ PIPE DIAMETER(FEET) = 4.500 ^� PIPE SLOPE(FEET/FEET) , PlPEC-LOW(CFS) = 163.36 ===M =FRICTION=FAC 0 R===0�013030===================================== � CRlTICAL-DEPTH FLOW INFORMATION: CRITICAL DE�TH(FEET) CZ, IT[C FLOW ARE. EET) = 14.1�3 CRlTICA� FLOW T�P-WI�TH/FEET) ! CRITICAL FLOW PRESSURE + MOM M(POUNDS) CRITICAL FLOW VELOCITy(FEET/SEC. CRITICAL FLOW VELOCITY HEAD(FEET) ET CRlTICAL F' OW HYDRAULIC DEPTH(FE) � CRITICAL F�OW SPECIFIC ENERGY(FEET) NORMAL-DEPTH FLOW INFORMATION: NORMAL DEPT EET) FLOW AREA E FEET) = 11 21 `� . FLON TOP-WIDTH(FEET) = 4.140 FLOW PRESSURE + MOMENTUM(POUNDS) = 5395.60 ^� FLOW VELOCITY(FEET/SEC. ) = 13.827 FLOW VELOCITY HEAD(FEET) = mw HvDRAULIC DEPTH (FEET) = 2.85 � FROUDE NUMBER = 1.443 SPECIFIC ENERGY(FEET) = 6.10 =========================================================================== 0 �� 0 • * * *- (C) Copyright 1982-88 Advanced Engineering Software `aes/ Ver. 2.7A Release Date: 6/25/88 Serial # DE1702 Especially prepared for: SYMCAS Symplified Computer Aided Services 3900 BIRCH ST., SUITE 105, NEWPORT BEACH CA., 920 TIME/DATE OF STUDY: 13:23 22-APR-93 ___========= ************************** DESCRIPTION OF STUDY ************************** * * S.D. PIPE IN CITRUS NORTH OF INT. VALLEY * * * ******************************************************************+******* ************************************************************************ >>>>PIPEFLOW HYDRAULIC INPUT INFORMATIO -_ PIPE DIAMETER(FEET) = 4.000 PIPE SLOPE(FEET/FEET> = 0.0100 PIPEFLOW(CFS) = 137.80 MANNINGS FRICTION FACTOR = 0.013O0O ____=______________ CRITICAL-DEPTH FLOW INFORMATION: CRITICAL DEPTH(FEET) = 3.49 CRITICAL FLOW AREA (SQU FEET) = 11,63 CRITICAL FLOW TOP-WIDTH(FEET) = 2 .669 CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) = 4343.80 CRITICAL FLOW VELOCITY(FEET/SEC.) = 11.846 CRITICAL FLOW VELOCITY HEAD(FEET) = 2.1E CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 4.36 CRITICAL FLOW SPECIFIC ENERGY(FEET) = 5.67 _ NORMAL-DEPTH FLOW INFORMATION: NORMAL DEPTH(FEET) = 3.14 FLOW AREA(SQUARE FEET) = 10.59 FLOW TOP-WIDTH(FEET) = 3.285 FLOW PRESSURE + MOMENTUM(POUNDS) = 4415.18 FLOW VELOCITY(FEET/SEC.) = 13.016 FLOW VELOCITY HEAD(FEET) = 2.631 HYDRAULIC DEPTH(FEET) = 3.22 FROLDE NUMBER = 1.278 SPECIFIC ENERGY(FEET) = 5.77 �� /x **T�T-TrF* ****************+F HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-88 Advanced Engineering Software (aes) Ver. 2.7A Release Date: 6/25/88 Serzal DE1702 Especially prepared for: SYMCAS Sym2lified Computer Aided Services 3900 BIRCH ST., SPITE 105, NEWPORT BEACH CA., 92660 TIME/DATE OF STUDY: 08:30 26 ************************** DESC:-IPTION OF STUDY ************************** * VALLEY BLVD. S.D. WEST OF CATAWBA * * * * ' * . ********************************** **************************************** **************************************************************************** /> >>PIPEFLOW HYDRAULIC INPUT INFORMATION<<<< | - PIPE DIAMETER(FEET) = 5.00 PIPE SLOPE(FEET/FEET) = 0.0075 PIPEFLOW(CFS) = 199.83 MANNINGS FRICTION FACTOR = 0.013000 =======_____= _= ' CRITICAL-DEPTH FLOW INF]RMATION4: | - - - CRITICAL DEPTH(FEET) = 4.03 CRITICAL FLOW AREA(SQUARE FE: = 16.978 CRITICAL FLOW TOP-WIDTH(FEET) = 3.947 CRITICAL PRESSURE + MOME'4TUM(POUNDS) = 6507.23 CRITICAL FLOW VELOCIT((FE /SEC.) = 11.770 ( CRITICAL FLOW VELOCITY HEAD(FEET) = 2.15 CRITICAL FLOW HYDRAULIC DEPTH/FEET) = 4.30 CRITICAL FLOW SPECIFIC E,ER6Y(FEET) = 6.19 | =---- ----=-------------- - rvORMAL-DEPTH FLOW INFORMATIO�: • NORMAL DEPTH(FEET) = 3.66 FLOW AREA(S UARE FEET> = 15.40 FLOW TOP-WIDTH(FEET) = 4.429 FLOW PRESSURE + MOMENTUM(POUNDS) = 6593.16 FLOW VELOCITY(FEET/SEC.) = 12.973 FLOW VELOCITY HEAD(FEET) = 2.613 HYDRAULIC DEPTH(FEET) = 3.48 FROUDE NUMBER = 1. SPECIFIC ENERGY(FEET) = 6.27