TRIDENT HS PROCESS DESIGN INFORMATION PER ...westechindustrialagents.businesscatalyst.com/Industrial...TITLE GENERAL ARRANGEMENT, HS-1050A, AB TRIDENT HS-1050A WATER TREATMENT SYSTEM

TOP PLAN VIEW

MOST TUBE SETTLER MODULES IN UNIT A NOT SHOWN

ADSORPTION & FILTER MEDIA IN UNIT A NOT SHOWN

MOST UNDERDRAIN LATERALS IN UNIT A NOT SHOWN

MOST CLARIFIER MEDIA RETENTION SCREENS IN UNIT A NOT SHOWN

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B

SHEETDOCUMENT NUMBER

HP21AS-1001 1 OF 4

TITLE

GENERAL ARRANGEMENT, HS-1050A, AB

TRIDENT® HS-1050A WATER TREATMENT SYSTEM

2007-09-11JA20SH40MO96

DESIGNER CHECKER APPROVER

THIS DRAWING IS PROPERTY OF WESTECH ENGINEERING, INC. AND IS TRANSMITTED IN CONFIDENCE. NEITHER RECEIPT NOR POSSESSION CONFERS OR TRANSFERS ANY RIGHTS TO

REPRODUCE, USE, OR DISCLOSE, IN WHOLE OR IN PART, DATA CONTAINED HEREIN FOR ANY PURPOSE, WITHOUT THE WRITTEN PERMISSION OF WESTECH ENGINEERING, INC.

DATE

C:\Vault\Design\Standard Products\MICROFLOC\TRIDENT HS\TRIDENT HS-1050 Workgroup\Drawing Files\HP21AS-1001.idw

4.3 CU.YD. TYP

CONCRETE FILL

(BY OTHERS)

REFERENCE DOCUMENTS

B STANDARD PRODUCT UPDATE P108F16 RE59 DA48 2015-11-09

A REORIENTED TRANSFER PIPING MO96 JA20 2012-03-19

REV REVISION DESCRIPTION ECN DESIGNER APPROVER DATE

PREPARED FOR

ENGINEER

CONTRACTOR

PO/CONTRACT

NUMBER

TRIDENT HS PROCESS DESIGN INFORMATION PER UNIT

GPMDESIGN FLOW:

ADSORPTION CLARIFIER AIR SCOUR FLOW:

ADSORPTION CLARIFIER LOADING RATE:

CFM

GPM/SQ FT

FILTER BW FLOW, LOW RATE:

FILTER BW FLOW, HIGH RATE:

FILTER LOADING RATE:

GPM @ 25°C

GPM/SQ FT

525

15

158

5

1,575

525

FILTER AIR SCOUR FLOW: 315 CFM

GPM @ 25°C

EST. SHIPPING WEIGHT:

EST. OPERATING WEIGHT:

TUBE CLARIFIER LOADING RATE:

23,500

181,000

LBS

LBS

5 GPM/SQ FT

WASTE SUMP, TYP

DESIGN BY CONSULTING ENGINEER

FLOCCULATED SOLIDS RECIRC PUMP

VARIABLE SPEED, TYP

*HIDDEN (DASHED) LINES INDICATE REFERENCE COMPONENTS SUPPLIED/DESIGNED BY OTHERS

10'-0" TYP INSIDE

TANK WIDTH

10'-6" TYP INSIDE

TUBE CLARIFIER LENGTH

3'-6" TYP INSIDE

ADSORPTION CLARIFIER® LENGTH

10'-6" TYP INSIDE

MIXED MEDIA FILTER

EFFLUENT PIPING

TYP (BY OTHERS)

8" MODULATING EFFLUENT

BUTTERFLY VALVE, TYP

8" MODULATING FILTER-TO-WASTE


(ROUTE TO WASTE SUMP)

10" AUTOMATIC BACKWASH INLET


10" AUTOMATIC BACKWASH SUPPLY

HIGH RATE BUTTERFLY VALVE

BACKWASH SUPPLY

PIPING (BY OTHERS)

BACKWASH SUPPLY

FLOWMETER

(BY OTHERS; NOTE 21)

OVERFLOW AND WASTE PIPING, TYP

(BY OTHERS)

4" AUTOMATIC CLARIFIER AIRWASH CONTROL


3" MANUAL SLUDGE BLOWDOWN RATE SET

PLUG VALVE, TYP

ADSORPTION CLARIFIER MEDIA RETENTION SCREENS, TYP

SLUDGE BLOWDOWN PIPING,

TYP (BY OTHERS)

CLARIFIER TRANSFER PUMP

VARIABLE SPEED, TYP

CLARIFIER TRANSFER PIPING, TYP

3" AUTOMATIC SLUDGE BLOWDOWN

DIAPHRAGM VALVE, TYP

TUBE CLARIFIER COLLECTION

HEADER & LATERAL, TYP

UNIT B

8" MODULATING INFLUENT


INFLUENT FLOWMETER, TYP

(NOTE 21)

8" MANUAL TUBE CLARIFIER FLUSH-TO-WASTE



8" MANUAL INFLUENT ISOLATION


FLOCCULATED SOLIDS RECIRC

FLOW METER, TYP (NOTE 21)

UNIT A

3" AUTOMATIC RECIRC

DIAPHRAGM VALVE, TYP

3" RECIRC PUMP DISCHARGE ISOLATION


3" RECIRC PUMP DISCHARGE

CHECK VALVE, TYP


PIPING, TYP (BY OTHERS)

INFLUENT PIPING

(BY OTHERS)

10" INFLUENT STATIC MIXER

COAGULANT INJECTION POINT (BY OTHERS)

4" FILTER AIRWASH CHECK VALVE, TYP

4" CLARIFIER AIRWASH CHECK VALVE, TYP

FILTER PLENUM, TYP

TUBE CLARIFIER SLUDGE

SUCKER™ COLLECTOR, TYP

TUBE CLARIFIER SETTLING TUBE MODULES, TYP

3" TUBE CLARIFIER DRAIN

BALL VALVE, TYP

3" AC DRAIN BALL VALVE, TYP

AC AIRWASH HEADER

AND LATERALS, TYP

AC INFLUENT HEADER, TYP

CONNECT RECIRC PIPING TO INFLUENT

LINE AHEAD OF STATIC MIXER, TYP

(BY OTHERS)

MULTIBLOCK® DIRECT RETENTION

UNDERDRAIN, TYP

(GROUT BY OTHERS)

UNIT A TRANSFER AND WASTE SIDE ELEVATION VIEW

UNIT B TRANSFER AND WASTE SIDE ELEVATION VIEW

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6" TYP HEIGHT

EQUIPMENT PAD

(BY OTHERS; NOTE 2)

2'-9" TYP

INFLUENT

8'-2

3

4

" TYP

TUBE CLARIFIER

TRANSFER

9" TYP

EFFLUENT, BACKWASH

SUPPLY, AIRWASH SUPPLY,

AND FILTER TO WASTE

6'-7" TYP

WASTE

8'-5

1

8

" TYP

OVERFLOW

5'-3

5

16

" TYP

OUTSIDE TUBE

CLARIFIER TRANSFER

12'-3

5

8

" TYP OUTSIDE

ADSORPTION CLARIFIER INFLUENT

9'-9

5

16

" TYP

OUTSIDE OVERFLOW AND WASTE

24'-7

1

4

" TYP LENGTH

OUTSIDE TANK WALLS

25'-7

1

4

" TYP LENGTH

OUTSIDE TANK STIFFENERS

24'-8

5

8

" TYP

BASE PLATE LENGTH

PLANT EFFLUENT GRAVITY DISCHARGE

WITH WATER SEAL (BY OTHERS; NOTE 4)

1'-9

1

4

" TYP

ADSORPTION

CLARIFIER

INFLUENT

2'-1" TYP

SLUDGE SUCKER WASTE

4'-3

5

16

" TYP

OUTSIDE SLUDGE

SUCKER WASTE

5'-

3

16

" TYP

FLOCCULATED SOLIDS

RECIRC CONNECTION

3'-0"

MAXIMUM CLEARWELL

WATER ELEVATION

(GRAVITY DISCHARGE; NOTE 4)

FILTER LEVEL

TRANSMITTER, TYP

TUBE CLARIFIER LEVEL

TRANSMITTER, TYP

8" MANUAL CLARIFIER TRANSFER

PUMP SUCTION ISOLATION


COVERED SLUDGE SUCKER

DRIVE UNIT, TYP

TUBE CLARIFIER SAMPLE TAPS AND SINK, TYP

2" RECIRC PUMP ISOLATION

PVC BALL VALVE, TYP

FLOCCULATED SOLIDS RECIRC PUMP

VARIABLE SPEED, TYP

CONNECT RECIRC PIPING TO INFLUENT

LINE AHEAD OF STATIC MIXER, TYP

(BY OTHERS)

STATIC MIXER

RECIRC PIPING

(BY OTHERS)

INLET PRESSURE DESIGN:

20-30 FT MAXIMUM

AT STATIC MIXER

CLARIFIER TRANSFER PUMP

VARIABLE SPEED, TYP

POLYMER INJECTION POINT, TYP

CLARIFIER PRESSURE SWITCH

ASSEMBLY, TYP

INTER-CLARIFIER TURBIDIMETER ASSEMBLY, TYP

POLYMER INJECTION POINT, TYP

1

1

2" FNPT SINK DRAIN CONNECTION


8" AUTOMATIC CLARIFIER TRANSFER CONTROL


INFLUENT END ELEVATION

EFFLUENT END ELEVATION

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HP21AS-1001 3 OF 4

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2007-09-11JA20SH40MO96




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NOTES:

1.) EQUIPMENT FURNISHED BY WESTECH IS DESCRIBED IN A SEPARATE EQUIPMENT LIST.

ADDITIONAL PIPING, PIPE SUPPORTS, AND CONNECTION FITTINGS, AIR PIPING, CONDUIT,

WIRING AND MOTOR CONTROL CENTER ARE NOT INCLUDED WITH STANDARD UNIT.

MAJOR EQUIPMENT AND COMPONENTS TO BE INSTALLED AT THE JOBSITE BY THE

INSTALLING CONTRACTOR.

2.) EQUIPMENT PAD DESIGN IS THE RESPONSIBILITY OF THE CONSULTING ENGINEER.

CONSTRUCTION OF EQUIPMENT PAD IS BY OTHERS.

3.) PIPE SUPPORTS ARE NOT SHOWN. SUPPORTS TO BE DESIGNED BY THE CONSULTING

ENGINEER AND SUPPLIED BY THE INSTALLING CONTRACTOR. DO NOT SUPPORT PIPING

OR OTHER STRUCTURES FROM THE TANK OR TANK PROJECTIONS.

4.) DESIGN AND APPLICATION FEATURES ARE DESCRIBED IN TYPICAL SPECIFICATION

SHEETS, TECHNICAL DATA SHEET, FLOW SCHEMATIC, ELECTRICAL DIAGRAM AND

ELECTRICAL SCHEMATIC. ARRANGEMENT SHOWN IS FOR GRAVITY DISCHARGE TO

BELOW-GRADE FINISHED WATER STORAGE.

5.) THE STANDARD DESIGN IS FOR INDOOR INSTALLATION.

6.) EITHER CHECK VALVES OR BACKFLOW PREVENTERS ARE REQUIRED IN BACKWASH

LINES AND FURNISHED BY OTHERS (NOT SHOWN ON DRAWING).

7.) AUTOMATIC RATE OF FLOW CONTROL LOOPS ON EACH INFLUENT LINE MAINTAIN THE

PRE-SET FLOW TO EACH UNIT. FLOW SET POINTS INTERLOCKED WITH FLUSHING AND

BACKWASHING CYCLE.

8.) FILTER LIQUID LEVEL CONTROLLERS OPERATE FILTER EFFLUENT AND

FILTER-TO-WASTE MODULATING VALVES TO MAINTAIN CONSTANT FILTER LEVEL.

9.) FILTER CONTROL CIRCUITS PROVIDE FOR AUTOMATIC FLUSH/BACKWASH CYCLE WITH

RETURN TO OPERATING SERVICE, INITIATED BY TIME CLOCK, HIGH HEADLOSS, OR

MANUAL PUSHBUTTON.

10.) THREE LEVEL SWITCHES WITH DRY CONTACTS SHOULD BE PROVIDED BY THE

CUSTOMER AND INSTALLED IN THE FINISHED WATER STORAGE TANK FOR THE

AUTOMATIC OPERATION OF THE TRIDENT HS UNITS. ONE HIGH LEVEL SWITCH WILL STOP

THE UNITS, ONE MID LEVEL SWITCH WILL START THE UNITS AND ONE LOW LEVEL SWITCH

WILL SERVE AS A MINIMUM LEVEL TO ENABLE THE BACKWASH PROCESS.

11.) THE HIGH LEVEL STOP AND THE MID LEVEL START SWITCHES SHOULD BE INSTALLED

WITH SUFFICIENT VOLUME BETWEEN THEM TO PREVENT EXCESSIVE CYCLING OF THE

TRIDENT HS UNITS.

12.) THE LOW LEVEL BACKWASH ENABLE SWITCH SHOULD BE INSTALLED WHERE THE

MINIMUM VOLUME IN THE BACKWASH SUPPLY TANK IS ADEQUATE TO PROVIDE A

BACKWASH WITHOUT PULLING AIR INTO THE BACKWASH SUPPLY PUMP. THE MAXIMUM

WATER TEMPERATURE SHOULD BE CONSIDERED WHEN CALCULATING THE MINIMUM

BACKWASH VOLUME OR LEVEL IN THE TANK.

13.) AIRWASH BLOWERS ARE NOT SHOWN.

14.) AIR COMPRESSOR FOR VALVE OPERATION IS NOT SHOWN.

15.) AN AIR RELEASE VALVE IS REQUIRED AT HIGH POINTS OF ANY WATER SUPPLY LINE

(I.E. INFLUENT; BACKWASH) TO VENT ACCUMULATED AIR. THE VALVE(S) ARE TO BE SIZED

TO ALLOW THE COMPLETE VOLUME OF THE SUPPLY LINE FROM SOURCE TO UNIT, TO BE

VENTED IN 20 SECONDS WITH DIFFERENTIAL OF APPROXIMATELY 10 PSIG, AND BE

CAPABLE OF CONTINUOUSLY VENTING ACCUMULATED AIR (BY OTHERS). FOR

INSTALLATION UTILIZING VERTICAL TURBINE OR "CAN-TYPE" PUMPS, A SEPARATE

"TURBINE AIR VALVE" IS REQUIRED TO VENT THE AIR CONTENTS OF THE PUMPED

COLUMN WITHOUT LETTING THE AIR INTO THE SUPPLY PIPING (BY OTHERS).

16.) TANKS ARE FURNISHED WITH FINISH COATING SUITABLE FOR POTABLE WATER

APPLICATIONS ON INTERIOR; PRIMER ON EXTERIOR. TANK BASE PLATE BOTTOM IS

UNPAINTED FOR INSTALLATION ON COAL TAR OR ASPHALTIC TYPE BASE MASTIC

COMPOUND (BY OTHERS). TRIDENT HS UNITS SHOULD BE LEVEL WITHIN ONE EIGHTH

INCH IN TEN FEET AT TIME OF INSTALLATION.

17.) OPTIONAL EQUIPMENT TO SUIT PROJECT REQUIREMENTS IS AVAILABLE. TYPICAL

PROCESS EQUIPMENT OPTIONS INCLUDE: ADDITIONAL CHEMICAL FEED SYSTEMS,

INFLUENT TURBIDITY RECORDERS, INFLUENT STREAMING CURRENT MONITOR,

PLATFORM/WALKWAY CLIPS.

18.) CONSULT FACTORY FOR OTHER INFLUENT FLOW CONTROL OPTIONS.

19.) ALTERNATE CHEMICAL FEED SYSTEMS ARE AVAILABLE. CONSULT FACTORY FOR

RECOMMENDATIONS.

20.) ALL TANK FLANGED CONNECTIONS, EXCEPT OVERFLOW, EXTEND 6" FROM SHELL OF

TANK.

21.) LOCATION OF FLOW METERS ARE TO BE PER FLOWMETER MANUFACTURER'S

WRITTEN RECOMMENDATIONS CONFIRMED BY THE CONSULTING ENGINEER. GROUNDING

RINGS ARE BY OTHERS, IF REQUIRED.

22.) ELEVATION AND HEIGHT DIMENSIONS ARE CALCULATED FROM THE BOTTOM OF THE

TANK BASE PLATE.

23.) THE DESIGN BACKWASH RATE LISTED IS BASED ON A TEMPERATURE OF 25 DEGREES

CELSIUS. THE ACTUAL BACKWASH WATER RATE MUST BE ADJUSTED 2% UP OR DOWN

FOR EACH DEGREE CELSIUS DIFFERENCE ABOVE OR BELOW FROM DESIGN

TEMPERATURE; I.E. IF ABOVE 25°C, INCREASE BY 2%; IF BELOW 25°C, DECREASE BY 2%.

1'-10

3

16

" TYP OUTSIDE

AIRWASH SUPPLY

5'-

5

16

" TYP

OUTSIDE, TANK

1'-7

1

2

" TYP OUTSIDE

OVERFLOW AND WASTE

4'-8

3

4

"

TYP

3'-11

3

4

"

TYP

10" AUTOMATIC WASTE


UNIT A

UNIT B

FILTER HEADLOSS

SWITCH ASSEMBLY,

TYP

CROSSWALK & ACCESS LADDER

DESIGN BY CONSULTING ENGINEER

(SUPPLIED BY OTHERS)

10" AUTOMATIC BACKWASH

SUPPLY HIGH RATE

BUTTERFLY VALVE

10" MANUAL BACKWASH HIGH RATE

CONTROL BUTTERFLY VALVE

6" MANUAL BACKWASH LOW RATE

CONTROL BUTTERFLY VALVE

EFFLUENT TURBIDIMETER ASSEMBLY

WITH SAMPLE PUMP, TYP

FROM BACKWASH SUPPLY PUMP

(PUMP AND PIPING BY OTHERS)


SAMPLE TAP, TYP (BY OTHERS)

8" MODULATING EFFLUENT


10" AUTOMATIC BACKWASH INLET


8" MODULATING FILTER-TO-WASTE


4" AUTOMATIC FILTER AIRWASH CONTROL


4" FILTER AIRWASH

CHECK VALVE, TYP

UNIT BUNIT A

3'-4

3

4

"

4'-0"

BETWEEN

TANKS

11'-3" TYP OUTSIDE

OVERALL SHIPPING WIDTH

10'-

5

8

" TYP OUTSIDE

TANK WALLS WIDTH

10'-

1

2

" TYP

TANK HEIGHT

13'-3

3

4

" TYP OVERALL

INSTALLED HEIGHT

PROXIMITY

SWITCH

CABLES

4'-4

5

16

" TYP

OUTSIDE, LEFT

1'-4" TYP

7'-8

5

16

" 6'-4

5

16

"

4'-4

5

16

"

TYP

5'-8

5

16

" TYP

OUTSIDE, RIGHT

14'-

5

8

"

TANK SPACING

10'-2" TYP

BASE PLATE WIDTH


2'-9" TYP

INFLUENT

5'-

3

16

" TYP

FLOCCULATED SOLIDS

RECIRC PUMP

CONNECTION

9"

TYP

ISOMETRIC: INFLUENT/RIGHT

ISOMETRIC: EFFLUENT/LEFT


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HP21AS-1001 4 OF 4

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2007-09-11JA20SH40MO96




DATE


Documents

TRIDENT HS PROCESS DESIGN INFORMATION PER ...westechindustrialagents.businesscatalyst.com/Industrial...TITLE GENERAL ARRANGEMENT, HS-1050A, AB TRIDENT HS-1050A WATER TREATMENT SYSTEM