Coconut water extraction mass production machine

COCONUT WATER EXTRACTION MASS PRODUCTION VACUUM MACHINE
L | C | LOGISTICS
Plant Manufacturing and building facilities equipment
Engineering-Book
ENGINEERING FUNDAMENTALS AND HOW IT WORKS
December 2019
Expertise in Process Engineering Optimization Solutions & Industrial Engineering Projects Management
Supply Chain Manufacturing & DC Facilities Logistics Operations Planning Management

COCONUT WATER EXTRACTION MASS
PRODUCTION VACUUM MACHINE
Management Content:
Abstract: this work is self explained;
just look at the drawings, pictures
and data.
That will illustrate the nature of the
Engineering works
1. Coco Water Extraction Machine
1.1 calculations and process
1.2 Pictures
1.3 Drawings
2. Factory Layout
2.1 Drawings

10
micro
20
micro
Target 5
centigrad
e Target 5
centigrade
Max 9
centigrade
5000
Lit/hr
5000
Lit/hr
To process
Vacuum pipe
Water extraction line Water extraction line
5000
Lit/hr
M
VFD
M
VFD
M
VFD
Vacuum pipe
Water extraction line Water extraction line
20.0
13.4
15.0
DUPLEX
& operator
DUPLEX
& operator
13.413.4
DUPLEX
& operator
DUPLEX
& operator
13.413.4
DUPLEX
& operator
DUPLEX
& operator
13.413.4
DUPLEX
& operator
DUPLEX
& operator
13.413.4
DUPLEX
& operator
DUPLEX
& operator
13.4
DUPLEX
& operator
DUPLEX
& operator
DUPLEX
& operator
DUPLEX
& operator
DUPLEX
& operator
DUPLEX
& operator
DUPLEX
& operator
DUPLEX
& operator
DUPLEX
& operator
DUPLEX
& operator
5 degrees
slope
5 degrees
slope
5 degrees
slope
5 degrees
slope

Coconut water yield 0.24lit/coco 1.024 1kg Air 0.7735 m3
cycles/duplex machine 9.6
cocos/mi
n
density
water 1.2929kg Air 1m3
duplex machines/line 56
machine
s within 310.30 kg Air 240m3
expected vol per sec 2.15 lit/sec 19 240m3/hr
expected vol per min 129.02 lit/min mts flow/min 4m3/min
expected vol per hr 7,741.44 lit/hr flow/sec 0.0667 m3/sec
2.20 kg/sec length (h) outlet pipe 19mt
132.12 kg/min Pi 3.1416
7,927.23 kg/hr Pir2h=vol
duplex machines cycle
/line 9.6
cocos/mi
n
r=sqrt(vol/(Pix
h)) ratio pipe 0.033 m
cocos per second/ line 537.60
cocos/mi
n
diameter
pipe 66.84 mm
cocos per minute/ line 537.6 1.00 times
cocos per hr/ line 32,256 vol in pipe 0.0667 m3/sec
kg Air in pipe 0.0862 kg Air
travelling
speed 19mt/sec
vacuum pressure CAPACITY 0.5Kpa
50.99kgf/m2
0.005099kgf/cm2
5.099E-
05kgf/mm2

efficiency % 99% coc density 1.024
volume/mt
Outer diameter from pump 63mm inner diameter 0.05481 0.002 m3
expanded diameter from pipe 77mm inner diameter 0.06699 0.004 m3
second expanded diameter pipe 90mm inner diameter 0.0783 0.005 m3
outer diameter collecting pipe 26mm inner diameter 0.020 0.00031 m3
outer diameter valve pipe 14mm inner diameter 0.009 0.00006 m3
outer diameter nedle 17mm inner diameter 0.010 0.00003 m3
volume pipe Pi x r2 x h 0.011 m3 vol production
Pi 3.1416 11.108 lit/vol 129.02 lit/min
pipe length mt 1mt 2.15 lit/sec
outter pipe length 5mt 2.20 kg/sec
inner pipe length 5mt
coconut water pipe length left 20mt
coconut water pipe length right 20mt
add 10% for collecting pipe left 5%
add 10% for collecting pipe right 5%
connecting pipe left 1mt
connecting pipe right 1
needle pipe length left 0.4mt
needle pipe length right 0.4mt
Pressure bar Kpa Atm Torr Hg kg/cm psi % vacuum
1.013 101.42 1 760 29.92 1.033 14.69 100%
0.4 40 0.3948 300 11.81 0.408 5.8 39%
0.423 42.30 0.42 317.25 12.49 0.43 6.13 42%
0.5 50.00 0.49 375.00 14.76 0.51 7.25 49%
0 - - - - - - 0%
Delaval 800l Air/min
SOGEVAC SV300V 960716V 4000l Air/min %
Delaval at 30% 30% 240l Air/min 50% 120l Air/min
SOGEVAC at 30% 30% 1200l Air/min 50% 600l Air/min

Variable actual line 1-14 line 15-28 line29-42 Line 43-56 UOM
Duplex machines 14 14 14 14each
Coconut water extraction needles 28 28 28 28each
pipe line length in mt 18 18 18 18mt
coconut water pipe size 26 76 76 76 76mm
water inlets into main line 14 17 17 17 17mm
slope from high point to receiver jar
25 mm per 3 mt welded pipe 8.33 150 150 150 150mm
40 mm per 3 mt with connections 13.33 240 240 240 240mm
main pipe line max high to receiver jar 2.13 2.13 2.13 2.13mt
max distance between water collector points 2.74 2.74 2.74 2.74mt
recommended coconut water hose diameter 16 16 16 16mm
use vacuum valve to shut off the vacuum V valve V valve V valve V valve each
vacuum valve outlet diameter size 16 16 16 16mm
needle with Air vent to help move the water into pipeline
Alternate Pulsation rates 50 to 60 per minute(coco/min) 18 252 252 252 252coco/min
alternate minimize cyclic vacuum fluctuations
Receiver Jar inlet diameter >= 76 76 76 76mm
coconut water receiver jar vacuum supply inlet should be a
separate inlet and >= as the coconut water inlet pipe diameter 76 76 76 76mm
Assumptions:
coconuts per machine per minute x vacuum water in lit/min 0.25 63 63 63 63lit/min
Vacuum ump size pipe size lit Air per min 4000 102 102 102 102mm

locate the vacuum pump as close to the receiver jar as possible
keep the number of elbows to a minimum
servo diaphgram style regulator able to handle pump capacity
should be of adjustable type, with a filtering device
The vacuum regulator is located in a separate inlet to the
vacuum reserve tank, relatively dry and dust free area
Vacuum reserve tank (balance tank) self draining, min 91 lit
max 275 lit
Vacuum relief valve set at 53 Kpa (16 in Hg) for safety
coconut water vacuum pipeline, should be looped around the
coconut water extraction system with each end of the pipeline
connecting into the vacuum reserve tank by its own inlet or
looped into a header pipe. Systems with 12 or more units should
use 76 mm diameter pipe. Keep elbows and tees in the pipe
to a minimum
Automatic drain valves should be fitted on all low points on this
pipeline
Vacuum pump capacity (5.5 Kw, 7.5 hp =>2265 lit/min) up to
100 milker units (vacuum punching needles)
Use vacuum valve to control vacuum on/off
Desired vacuum level range is 33 KPa to 40 KPa
Vacuum fluctuations should be less than 7 Kpa vacuum
High pipeline vacuum is set at 47 Kpa
In no case should the vacuum level set at more than 50 Kpa
Dimension the diameter with respect to the flow rate, not the air consumption!

COCONUT WATER EXTRACTION MASS
PRODUCTION VACUUM MACHINE
Coconut water extraction vacuum system
Vaccum Vain Positive Displacement Pump Reference
Brands:
SOGEVAC SV300V 960716V: 4000 lit Air/min
Delaval 2400 lit Air/min
A positive displacement pump makes a fluid move by trapping a fixed amount and forcing (displacing) that trapped volume
into the discharge pipe.
Some positive displacement pumps use an expanding cavity on the suction side and a decreasing cavity on the discharge
side.
Fluid flows into the pump as the cavity on the suction side expands and the fluid flows out of the discharge as the cavity
collapses.
The volume is constant through each cycle of operation
Positive displacement pumps, unlike centrifugal or roto-dynamic pumps, theoretically can produce the same flow at a given
speed (RPM) no matter what the discharge pressure. Thus positive displacement pumps are constant flow machines
However, a slight increase in internal leakage as the pressure increases prevents a truly constant flow rate
A positive displacement pump must not operate against a closed valve on the discharge side of the pump, because it has
no shutoff head like centrifugal pumps.
A positive displacement pump operating against a closed discharge valve continues to produce flow and the pressure in
the discharge line increases until the line bursts, the pump is severely damaged, or both.
A relief or safety valve on the discharge side of the positive displacement pump is therefore necessary.
The relief valve can be internal or external. The pump manufacturer normally has the option to supply internal relief or
safety valves.
The internal valve is usually only used as a safety precaution. An external relief valve in the discharge line, with a return
line back to the suction line or supply tank provides increased safety

Rotary positive displacement pumps
Hence the power, P, required by the pump
Where ΔP is the change in total pressure between the inlet
and outlet (in Pa), and Q, the fluid flow rate is given in m³/s;
η is the pump efficiency; which depends upon the pump's
configuration and operating conditions (such as rotational
speed, fluid density and viscosity etc.) about 0.7 or 70%
Description of the coconut vacuum water extraction system
The vacuum suction system consists of eight (six in use and
two for redundancy) centrifugal pumps that generate vacuum
connected all along one continuous pipe line.
Centrifugal pump

Net positive suction head (NPSH)
In a Pump hydraulic circuit, it refers to one of two quantities in the analysis of cavitation
Applying Bernoulli's principle from the suction free surface 0 to the pump inlet i,
under the assumption that the kinetic energy at 0 is negligible, that the fluid is non
viscose, and that the fluid density is constant
Cavitation will occur at the point i when the Available NPSH is less than the NPSH
required to prevent cavitation (NPSHR)
For simple impeller systems, NPSHR can be derived theoretically, but very often it
is determined empirically.
Note NPSHA and NPSHR are in absolute units and usually expressed in "ft abs"
not "psia".

Duplex Coconut Punching machine and water extraction station:
The machine is made of:
Two fixed Compressed Air pneumatic cylinder pistons with an upper and lower compressed air input
connector; moving the compressing piston shaft downwards and upwards to complete a cycle
Operation:
A fixed halo needle is positioned at the center and under a platform, which is supported by 4 springs,
that move the platform up and down, under compression and expansion from the force applied to the
coconut by the cylinder piston shaft
The coconut is placed on this platform, and the piston push down the coconut, with the centered needle
penetrating the coconut fibers and shell, where the coconut water is
The vacuum is applied to the halo needle, and then, the vacuum extracts the water from the coconut
shell, which is transported through the halo needle into a connected pipe, where the water is then
sucked by vacuum pressure to a receiving tank
As the piston shaft moves upwards, the 4 springs also move upwards the platform, above the needle,
away from the coconut, the coconut is then moved out of the platform to complete a cycle

The coconut water extraction line starts at the punching halo needle of each
extraction unit (two needles per extraction station Duplex punching machine).

The punching needle is connected through a flexible hose (10 mm Internal diameter) to one fixed 3” pipe that run along
each side of the extraction loop.
The circular conveyor belt has two long sides and there are two rows of extraction stations along each side.
For each side, the vacuum 3” pipe runs above the conveyor belt and connects to the outside row with another 3” pipe.
Because the 3” pipe is at elevated level, a vertical section (and two 90 deg elbows) is needed to connect it to the tank
inlet. (There most be an effective and net slop pipe connection to the receiving/separation tank inlet)
The separation tank is located at a certain height from the ground and receives two 3” inlets (one for each sides of the
production line).
The function of the tank is to separate the air from the vacuum from the water extracted from the coconuts.
The main (vacuum pipe) outlet for the vacuum is located at the top of the tank and the outlet for the water is located at
the bottom.
The extracted coconut water is transferred from the separation tank by a centrifugal pump that moves the water to the
next room for filtration, (chilling cooling) and chilled storage tanks.
The reason for the separation tank to be placed at a certain height above the ground is to provide a sufficient hydraulic
head to the pump inlet and to ensure a continuous filling of the coconut water pipe.
The main vacuum pipe is connected to the top of the receiving coconut water tank, the internal pressure is negative and
an additional hydraulic head is necessary for the performance of the vacuum pump

The vacuum outlet of the separation tank is located at the top of the tank and is
connected by a vertical pipe to a transparent tank that acts as a hydro cyclon for further
separation of air and coconut water
The vertical connection has multiple elbows and allows the air to enter the hydro cyclon
horizontally at the bottom
The outlet is on the top and is connected with a long horizontal pipe across the wall to the
outside pad where the pumps are located.
The transparent hydro cyclone is high (close to the ceiling), the horizontal pipe is also
high and crosses the wall close to the ceiling.
Once outside the building, the horizontal pipe is split among four additional hydro cyclone
that collect additional water in the system and prevent it from entering the vacuum pipes
the 3” pipe can be suspended from the ceiling and any positive slope can be
implemented to allow gravity flow along it (a minimum of 2 deg is recommended) (1.5%
pipe line circuit side)

The height of the location, however, imposes very long vertical flexible hoses from the
punching needle to the 3” pipe.
Option: Combine two 3” lines into one 3” line above the conveyor system.
Instead of having one 3” pipe for the inner extraction row (on the inner side of the
conveyor) and one 3” pipe for the outer extraction row (on the outer side of the
conveyor), one single 3” pipe is used and all flexible hoses connect to it. This eliminates a
considerable length of pipe in the vacuum system, eliminates the cross section, and
simplifies the system.
The connection to the separation tank is the same as above

2. Add anti-sloshing plates inside the separation tank
The extracted coconut water entering the separation tank from the two 3” pipes is believed to be highly
intermittent and prone to spray and sloshing.
The increased mixing causes air to be entrained in the flow of vacuum air leaving the separation tank
at the top.
Vertical plates can be welded to the top portion of the tank in correspondence of the 3” inlets.
The plates would collect sprays and jets from the 3” lines and reduce the amount of air/liquid mixture
inside the separation tank.
3. Simplify the connection between the separation tank to the transparent hydro cyclone
In the current configuration, the vacuum air outlet is located at the top of the separation tank and
connected to a vertical 3” pipe.
The vertical pipe is connected to an elbow, a short horizontal section, an elbow, a short vertical
section, an elbow, and a final horizontal section that enters the transparent hydro cyclone with a
convergent section from 3” to 1” diameter
The pipe geometry increases the friction, and reduces the vacuum pressure in the system.
Additionally, large amounts of extracted coconut water have been observed to be captured by this pipe
and be discarded as waste.

A first proposed
modification consists of the
replacement of the 3”
vertical pipe with a larger
pipe (needs to calculate It.
to know the required
diameter).
The larger section reduces
the speed of air through it
and, consequently, its
capacity of transporting
water upwards.

4. Add a negative inclination to the top horizontal pipe from the transparent hydro cyclone to the
outside pad
A long horizontal pipe goes from the transparent hydro cyclone across the wall to the outside pad. A
minimal (at least 2 deg) inclination of the pipe would further reduce the formation of a liquid bed along
this pipe and force the liquid to flow back towards the transparent hydro cyclone instead of moving
toward the vacuum pumps.

COCONUT
WATER
EXTRACTION
MASS
PRODUCTION
VACUUM
MACHINE
Piston
EXAMPLE :
Air Cylinder SMC MBWB stroke 250 mm
Bore 150 mm ring/shaft 60/40 mm
Expected pressure force 80-110 kgf
connector
connector
0.200
0.130
0.090
0.130
0.200
0.045
0.065
0.100
0.080
0.160
0.210
0.100
0.090
0.055
0.100
0.055
0.110
0.054
0.127
0.068
0.045
0.250
0.090
0.210
0.200
0.125
0.026
1.200
1.280
connector
0.502
0.250
0.202
0.252
0.230
0.020
0.250
0.120
0.250
0.200
0.250
0.250
0.200
Use ultrasonic cutting knife
Use ultrasonic spatula
0.270

COCONUT WATER
EXTRACTION MASS
PRODUCTION
VACUUM MACHINE
1.544
0.900
0.260
0.901
0.585
0.077
Piston
0.020
0.135
0.0920.230
0.266
0.040
0.312
0.094
0.040
0.012
0.009
0.382
0.246
0.120
0.205
0.012
0.041 0.035
0.019
0.600
0.506
0.040
0.040
0.920
0.167
0.175
0.150
0.212
0.152
0.256
0.272
0.248
0.247
0.258
0.644
0.665
0.230
0.437
0.040
Piston
0.167
0.250
0.840
0.060
0.012
0.040
0.040
0.118
0.200
0.200
0.150
0.012
0.392
0.040
0.491
0.259
0.07
0.135
0.266
0.213
Piston
0.167
0.250
0.150
0.07
0.10
0.10
0.256
0.195
0.230

COCONUT
WATER
EXTRACTION
MASS
PRODUCTION
VACUUM
MACHINE
1.544
0.900
0.260
0.901
0.585
0.077
Piston
0.020
Piston support plate 9 mm
Coconut support plate 20 mm
Springs base plate 12 mm
Lower shaft support plate12 mm
0.135
0.0920.230
0.266
0.040
0.312
0.019
0.094
0.040
0.094
0.012
0.009
Tw= 5.2578 mm
OD= 46.02 mm
ID= 35.51 mm
Free L= 266.7 x 2 = 533.4 mm
Active Coils=40/42
Solid height= 137.1 x 2 = 274.2 mm
Spring Type= compression closed ground
Spring index C = 7.752
K= 2.794 N/mm
Max load= 724 N
Max travel= 129.6 x 2 = 259.2 >238 mm
HD ASTM227
4 x springs Expected lifting weight 38 kg
Before compression 78 N/505.5 mm
to 117 N/491.5 mm each spring
Average 97.5 N/500 mm
Original spring specs, never met bycontractor
11 May 2016
EXAMPLE :
Bore 150 mm
Expected pressure force 80 kgf
0.382
0.048
0.246
0.120
0.256
0.205
0.012
0.041
0.035
0.019
0.600
0.506
0.040
0.040
0.920
0.167
0.175
0.150
0.212
0.152
0.256
0.272
0.248
0.247
0.258
0.010
0.644
0.665
0.230
0.437
0.040
Piston
0.167
0.250
0.840
0.060
0.012
0.040
0.040
0.064
0.014
0.030
0.040
0.052
0.118
0.012
0.040
0.040
0.118
0.200
0.200
0.150
0.012
0.392
0.040
0.090
0.025
0.491
0.259
0.07
0.135
0.266
0.213
Piston
0.167
0.250
0.150
0.07
0.10
0.10
0.256
0.195
0.230

COCONUT
WATER
EXTRACTION
MASS
PRODUCTION
VACUUM
MACHINE
0.040
0.136
0.585
0.300
0.160
0.570
0.096
0.020
0.250
0.092
1.532
0.380
0.050
0.035
0.550
0.010
0.380
0.256
0.640
0.019
0.094
0.247
0.050
0.035
0.050 0.050
0.552
0.305
0.247
0.570
0.040
0.550
0.080
0.060
0.060
0.1180.118
Office
0 sq m
0.204
0.231
0.041 0.0410.149
0.028
0.026
0.150
0.085 0.088
0.060
0.050
0.074
Office
0 sq m
0.231
0.041 0.0410.149
0.085 0.088
0.060
0.050
0.074
0.236
0.207
0.052
0.102
Office
0 sq m
0.060
0.050
0.074
0.071
0.052
0.058
0.050
0.047
0.035
0.300
0.220
0.040
0.040
0.291
0.040
0.256
0.267
0.059
0.303
0.2600.570
0.012
0.012
0.036
0.036
0.250
0.060
0.060
0.011
0.014
0.088
0.062
0.088
0.035
0.250
Piston
0.167
0.150
0.022
0.060
0.060
0.060
0.108
0.056
0.080
0.050
0.080
0.020
0.015
0.050
0.021
0.021
0.021
0.019
0.291
0.291

COCONUT
WATER
EXTRACTION
MASS
PRODUCTION
VACUUM
MACHINE
0.644
0.300
0.160
0.020
0.250
1.587
0.010
0.256
0.640
0.300
0.2200.310
0.250
0.250
Piston
0.167
0.150
0.650
0.200
0.300
0.400
0.200
0.200
0.300
1.600
0.300
0.258
0.220
0.655
0.400
0.315
0.300
0.100
0.300
1.300
1.604
0.800
0.300
0.200
0.100
1.304
0.050

COCONUT
WATER
EXTRACTION
MASS
PRODUCTION
VACUUM
MACHINE
0.950
0.3100.578
0.077
Piston
0.020
0.135
0.0920.230
0.266
0.066
0.312
0.094
0.040
0.012
0.247
0.120
0.205
0.035
0.019
0.640
0.920
0.167
0.175
0.150
0.212
0.152
0.256
0.248
0.259
0.644
0.040
Piston
0.167
0.250
0.840
0.060
0.012
0.040
0.040
0.118
0.150
0.012
0.392
0.040
0.07
0.135
0.266
0.213
Piston
0.167
0.250
0.150
0.07
0.10
0.10
0.256
0.195
0.230
0.305
1.368
0.183
0.200
0.200
0.200
1.000
Electric Box
& PLC
program
Receiving
basket
conveyor

COCONUT WATER
EXTRACTION
MASS
PRODUCTION
VACUUM MACHINE
0.230
0.200
0.420
1.300
1.604
0.300
0.400
0.200
0.794
0.300
0.104
1.004
0.100
1.304
0.218
0.200

COCONUT WATER
EXTRACTION
MASS
PRODUCTION
VACUUM
MACHINE
Office
0 sq m
Office
0 sq m
Office
0 sq m
0.060
0.050
0.074
Piston
Office
0 sq m
0.020
0.230
0.072
0.096
0.012
Office
0 sq m
Office
0 sq m
Alcohol 70% spray nozzle ring & individual connector
Plate facing down towards punching needle
Connections to alcohol 70%
dispensers x 2
Ethanol 70%
By gravity
Ethanol 70% hose
Buna-N,
Polychloroprene
Neoprene, Nitrile
OD 12 mm
ID 06 mm
Connectors-brass
Ethanol 70%
Out by
Compressed air Compressed Air +
clean water
Solenoid valve
0.217
0.580
0.2120.163
0.140
0.080
0.110
0.140
Compressed air
solenoid valve

COCONUT
WATER
EXTRACTION
MASS
PRODUCTION
VACUUM
MACHINE
Piston Piston
EXAMPLE :
Bore 32/40 mm
Office
0 sq m
Hose connections to water
dispensers x 2
nylon/polyamid 6/6
water spray nozzle ring & individual connector
Plate facing up towards punching needles
Ethanol 70%
By gravity
Ethanol 70%
By gravity
Compressed air
Ethanol 70% out by
Solenoid valve
Ethanol 70% bottle LDPE/HDPE
Holder stainless steel
Ethanol 70% hose
Buna-N, Polychloroprene
Neoprene, Nitrile
OD 12 mm
ID 06 mm
Connectors-brass
1.1 to 1.4 bar
One second after the piston goes up and stop
The PLC Ethanol 70% and the compressed air
sprays solenoid valve open for 2" , then the
valve close, and remain closed during the
piston going down and during the water
extraction by vacuum until the piston goes up
and stops again (about 12" cycle). Then one
second after, the solenoid compressed air
valve open again for 2". The cycle starts if the
green bottom is pressed after the 2" spray
Clean water sprays for 2"when PLC
compressed Air Solenoid valve open. After
the piston goes up and piston stop. Then
close during the piston going down, coco
water extraction by vacuum, piston go up
and finally stop. Then open again for 2"
Compressed Air +
clean water
Solenoid valve
0.250
0.580
0.230
0.198
connector connector
Compressed air
solenoid valve
Compressed air
solenoid valve
0.140 0.140

COCONUT
WATER
EXTRACTION
MASS
PRODUCTION
VACUUM
MACHINE
Piston Piston
EXAMPLE :
Bore 32/40 mm
Office
0 sq m
Hose connections to water
dispensers x 2
nylon/polyamid 6/6
Ethanol 70%
By gravity
Ethanol 70%
By gravity
Compressed air
Ethanol 70% out by
Solenoid valve
Ethanol 70% hose
Neoprene, Nitrile
OD 12 mm
ID 06 mm
Connectors-brass
1.1 to 1.4 bar
After the piston goes up and stop
The PLC Ethanol 70% and compressed air
sprays solenoid valve open for 2" then it
close, and remain closed during the piston
going down and during the water extraction
by vacuum till the piston goes up and stops
again (about 9" cycle). Then the solenoid
compressed air valve open again for 2"
Clean water sprays for 2"when PLC
compressed Air Solenoid valve open. After
the piston goes up and piston stop. Then
close during the piston going down, coco
water extraction by vacuum, piston go up
and finally stop. Then open again for 2"
Compressed Air +
clean water
Solenoid valve
0.250
0.580
0.230
0.198
connector connector
Compressed air
solenoid valve
Compressed air
solenoid valve
0.140 0.140

COCONUT
WATER
EXTRACTION
MASS
PRODUCTION
VACUUM
MACHINE
1.572
0.940
0.260
0.952
0.592
Piston
0.095
0.1620.09
Piston
0.020
0.20
0.217
0.123
0.250
0.135
0.085
0.192
0.2700.205
0.670
0.250
0.250
0.017
0.094
0.100
0.032
0.094
0.024
0.012
0.045
0.035
0.009
0.258
0.238
0.048
0.035
0.385
Tw= 5.2578 mm
OD= 46.02 mm
ID= 35.51 mm
Free L= 266.7 x 2 = 533.4 mm
Active Coils=40/42
Solid height= 137.1 x 2 = 274.2 mm
Spring Type= compression closed ground
Spring index C = 7.752
K= 2.794 N/mm
Max load= 724 N
Max travel= 129.6 x 2 = 259.2 >238 mm
HD ASTM227
4 x springs Expected lifting weight 31.7 kg
Before compression 78 N/505.5 mm
to 117 N/491.5 mm each spring
Average 97.5 N/500 mm
EXAMPLE :
Expected pressure force 80 kgf
0.385
0.044
0.250
0.120
0.045
0.432
0.260
0.205
0.105
0.012
0.500
0.115
0.040
0.750
0.035
0.017
0.238
0.238
0.238
0.238
0.600
0.198
0.115
0.385
0.115
0.500
0.238
0.262
0.040
0.500
0.010
0.045
0.095
0.020
0.032
0.085
0.040
0.095
0.060
0.020
0.105
0.670
0.040
0.040
0.750
0.040
0.040
0.025
0.035
0.610
0.135
0.032
0.057
0.032
0.057
0.135 0.057
0.065
0.270
0.200
0.085
0.270
0.260
0.260
0.250
0.262
0.238
0.262
0.050
0.050
0.231
0.230
0.650
0.670
0.047
0.20
Office
0 sq m
Connections to water
dispensers x 2
0.154
0.013
0.037
0.154
0.154

COCONUT
WATER
EXTRACTION
MASS
PRODUCTION
VACUUM
MACHINE
0.250
0.040
0.130
0.592
0.300
0.135
0.592
0.096
0.020
0.250
0.105
1.572
0.298
0.006
0.385
0.260
0.450
0.115
0.017
0.094
0.260
0.048
0.035
0.050 0.050
0.385
0.560
0.135
0.175
0.135
0.533
0.010
0.010
0.055
0.060
0.0950.095
0.060
0.095
0.095
0.1200.120
Office
0 sq m
0.204
0.231
0.041 0.0410.149
0.028
0.026
0.150
0.085 0.088
0.060
0.050
0.074
Office
0 sq m
0.231
0.041 0.0410.149
0.085 0.088
0.060
0.050
0.074
0.231
0.204
0.050
0.102
Office
0 sq m
0.060
0.050
0.074
0.074
0.050
0.060
0.050
0.047
0.035
Piston
0.300
0.220
0.250
0.040
0.040
0.040
Office
0 sq m
0.020
0.230
0.204
0.200
0.231
0.200
0.080
0.008
Office
0 sq m
Office
0 sq m
Alcohol 70% spray nozzle ring & individual connector
Plate facing down towards punching needle
Connections to alcohol 70%
dispensers x 2

COCONUT
WATER
EXTRACTION
MASS
PRODUCTION
VACUUM
MACHINE
Piston
0.135
Piston
Ethanol 70%
By gravity
0.140
Ethanol 70%
By gravity
0.140
Compressed air outer
solenoid valve
Compressed air outer
solenoid valve
Ethanol 70% hose
Neoprene, Nitrile
OD 12 mm
ID 06 mm
Connectors-brass
The solenoid cycle starts when the green bottom is pressed.
The Ethanol 70% by gravity and compressed air mix as
sprays when the outer solenoid valve opens for 1" using a
timer relay , then the solenoid valve close, and remain
closed till the end of the punching cycle; when the green
bottom is pressed again
The timer relay then, activates the PLC program
The PLC cycle starts and the piston shaft goes down for 2",
and stop followed by vacuum water extraction 6", then the
piston goes up 3.5" and stops; total 11.5" +
The operator will push out the punched coco with a new
full coco, and place it on the support plate, then, the green
bottom can be pressed again to start a new cycle
Compressed Air +
clean water
The solenoid cycle starts when the green bottom is
pressed
The clean water and compressed air mix sprays
when the solenoid valve opens for 1" , then the
solenoid valve close, and remain closed till the end
of the punching cycle
The top pressing head, the top of
the coco, the punching needle top
and the bottom of the coco are
spray flashed with ethanol 70%
food grade for 1"
The needle support plate is spray
flashed with clean water to remove
plate coco water or coco particles
Office
0 sq m

COCONUT WATER
EXTRACTION
MASS
PRODUCTION
VACUUM
MACHINE
0.190
0.
03
1.580
0.350
0.920
0.60
0.190
0.100
1.230
0.100
0.190
0.300
0.250
0.460
0.040
0.100
0.100
0.030
0.850
0.350
0.150
0.350
0.190
1.020
2.660
0.030
0.100
0.045
0.100
0.095
0.030
0.100
0.190
0.060
0.045
0.095
0.100
0.100
0.130
0.100
0.060
0.800
0.650
0.500
2.030
0.800
0.450
0.8800.350
1.300
0.3500.2500.700
0.2500.4000.250
0.900
2.2000.550

COCONUT
WATER
EXTRACTION
MASS
PRODUCTION
VACUUM
MACHINE
0.100
0.045
0.199
0.341
0.190
0.040
0.6510.100
0.190
0.190
0.680
0.322
0.250
0.670
0.040
0.641
0.362
0.130
0.190
0.100
Retainer
Used to drain out water
and remaining waste
0.100
0.138
0.140
0.720
0.920
0.250
0.040
0.646
0.039
0.040
0.100
0.039
0.100
0.100
0.190
0.920
0.645
1.335
0.130
0.790
0.790
0.690
0.5400.240

COCONUT WATER
EXTRACTION
MASS
PRODUCTION
VACUUM MACHINE
0.190
0.
03
1.300
0.100
0.920
0.60
0.190
0.100
0.750
2.560
0.100
0.190
0.300
0.250
0.450
0.915
0.040
0.100
0.100
0.030
0.850
0.350
0.150
0.350
0.190
0.850
2.560
0.030
0.100
0.045
0.100
0.095
0.030
0.100
0.190
0.060
2.560
0.045
0.095
0.100
0.100
0.130
0.100
0.060
0.800
0.650
0.500

COCONUT WATER
EXTRACTION
MASS
PRODUCTION
VACUUM
MACHINE
0.100
0.045
0.190
0.680
0.150
0.100
0.720
0.920
0.150
0.040
0.040
0.100
0.100
0.100
0.190
0.920
0.645
1.335
0.130
0.790
0.790
0.690
0.540
0.170
0.100

Vacuum
pump
Vacuum
pump
Vacuum pipe
line
Delaval glass
water
receiver jar

CIP 25
m3/hr
dosifi
er
dosifi
er
Hot water
30 m3/hr
Drainage
20 m3/hr

Target 5
centigrade
Max 9
centigradeVacuum pipe
Water extraction line
20.0
13.4
15.0
DUPLEX
& operator
DUPLEX
& operator
13.413.4
DUPLEX
& operator
DUPLEX
& operator
13.413.4
DUPLEX
& operator
DUPLEX
& operator
13.413.4
DUPLEX
& operator
DUPLEX
& operator
13.413.4
DUPLEX
& operator
DUPLEX
& operator
13.4
DUPLEX
& operator
DUPLEX
& operator
DUPLEX
& operator
DUPLEX
& operator
DUPLEX
& operator
DUPLEX
& operator
DUPLEX
& operator
DUPLEX
& operator
DUPLEX
& operator
DUPLEX
& operator
CA cylinder
5 degrees
slope
Compressed air
compressor
8 bar
10 bar capacity
10 bar capacity
Compressed Air tank
510 m3/hr
250 CFM
10 bar capacity
CA cylinder
125 CFM
Compressed Air Compressor
specs
250 CFM at 8 bar
Pipe diameter 40 mm
Main tank 510 m3/hr
CA cylinder
125 CFM

Factory
TIA
CIP
Gravity Tank
20 m3 cap
Softener
5 m3/hr
X 24 = 120
40 m3/hr/5'
= 3.33 m3
12 m3/hr
50 m3/hrPressure
balance
inverter
50 m3/hr
Pressure
balance
inverter
Gate valve
Check valve
Y Strainer
Reducing valve
Relief valve
Stop Check valve
Solenoid valve
Float Operated
Pressure Balance
6 m3 storage tank
Electric
Panel
control
Pipe 3"
Pipe 3"
Pipe 3"
Pipe 3"
2" 200 mt deep
Liquid Float leveler
control
By gravity

COCONUT WATER EXTRACTION FACTORY
Management Content:
Abstract: this work is self explained;
just look at the drawings and data.
That will illustrate the nature of the
Engineering works
2. Factory Layout
2.1 Receiving fresh cocos
2.2 Receiving cocos counter
2.3 Receiving empty cocos
2.4 Cocos transfer conveyors
2.5 Cocos trucks yard
2.6 Factory utilities
2.7 Equipment CIP
2.8 Waste water

Receiving fresh cocos

3.00
3.00
1.10
1.60
0.50
0.60
0.50
0.90
3.10
1.20
0.30
1.34
2.80
0.76
0.34
0.60
1.90
5.96
0.46
0.46
2.70 1.25
2.90
2.10
3.32

COCONUT WATER EXTRACTION FACTORY0.50
1.00
0.90
1.501.20
0.80
1.20
0.80
1.70
0.80
1.00
4.30
0.40
1.00
0.70
1.70
0.50
0.40
1.00
0.70
1.70
0.50
4.90
0.761.34
0.70
0.44
0.40
1.30
0.70
1.00
0.90
1.70
2.80
Slider dimensions: W x D x H x tw
800 x 4300 x 500 x 4 mm
Slider structural weight 300 kg
Slider life load 1,200 kg
Slider total weight 1,500 kg
Electric motor high torque low rpm, gear
speed reduction system plus inverter
Rotation to left, return to center, to right,
return to center (30 mt per minute)
Electric motor high torque low rpm, gear
speed reduction system plus inverter
Rotation down, and up to horizontal position
30 mt per minute
Compressed air cylinder or solenoid
1 mt per 2 seconds
Vertical conveyor receiving blue
hat hopper w x d x h x tw:
1200 x 2000 x 500 x 4 mm
2.00 2.00
Tow hitch

0.90
0.60
0.30
0.60
0.80
0.50
4.90
2.80
1.30
0.90
0.903.60
1.50
1.60
1.09
5.00
0.10
5.00
0.10
5.00
0.10
0.10
4.90
2.501.20
2.50
1.25
1.20
1.20
2.50
1.20
1.20
2.50
1.20
1.20
0.76
1.60
0.45
0.70
1.36
0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60
0.600.600.600.60
5.00
0.10
5.00
0.10
5.00
0.10
0.10
4.90
2.501.20
2.50
1.25
1.20
1.20
2.50
1.20
1.20
2.50
1.20
1.20
1.20
Structure under hopper
Structure supporting hopper slope floor
Steel column box 300 x 300 x 3 mm; slope steel plate sheet 5 to 6 mm tw
5.00
5.00
1.60
0.800.80

3.00
3.001.00
1.60
1.10
0.60
0.50
1.50
0.80
1.70
1.10
1.60
1.001.60
0.80
3.00
2.50
1.60
0.503.00
0.50
2.60
0.80
0.80
1.20
2.60
0.80
0.60
0.80
1.20
1.60
1.50
0.80
2.50
2.50
1.20
0.60
1.503.001.50
0.80
1.00
0.80
5.40
1. Receiving hopper
2. Under hopper horizontal conveyor
4. horizontal Hopper slider
5. Slider horizontal/vertical side flips
6. Hopper vertical side doors
7. horizontal vertical Slider doors tramp net
8. transfer horizontal conveyor
9. hopper steel plate sheet 5 mm, box beam 300 x 300 x 2.3 or up to 3 mm
10. Net pitch 5 x 5 cm square, rod 1.5 to 2.0 cm diameter, nylon, polyester or natural fiber
2.60
0.80

Receiving cocos counter

50.0 50.0 50.0
64.0
20.020.020.020.020.0
78.
0
50.0 50.050.0
Sensor
Sensor
A
A
180.52
5.1
124.3
20.020.0

50.0 50.0 50.0
103.0
22.022.022.022.0
Sensor
Sensor
A
A
103.00
103.0
5.05.05.05.05.0
50.0 50.0 50.050.0 50.0 50.050.0
Receiving hopper
Coco
Counter
structure
Inclined chines'
conveyor
Wireless Traffic controller
Coco Counter Sensors
50.0 50.0 50.0
50.0 50.0 50.0
110.0

50.0 50.0 50.0
103.0
22.022.0
103.0
103.0
5.05.0
50.0 50.0 50.0
110.0
2.0
6.0
17.0
48.6
23.0
20.0
16.0
13.0
9.0
8.0
23.0
20.0
16.0
13.0
9.0
5.0
160.0
5.0
162.5
5.0
159.0
5.0
5.0
50.050.050.050.050.0
22.022.0
5.05.05.0
50.0 50.0 50.0
103.0
22.022.0
103.0
103.0
5.05.0
50.0 50.0 50.0
110.0
50.050.050.050.050.0
22.022.0
5.05.05.0
10.0
72.5
15.0
25.047.5
90.0 45.0
90.0 45.0
5.0
45.0
5.0
5.0
38.0
5.0
17.0
15.0
17.0
72.5
50.0
50.0
33.0
220.0 50.0
100.020.0
200.0
50.0
50.0
33.0
220.0 50.0
100.020.0
130.0
50.0
33.0
100.020.0
90.0
5.0
15.0

50.0 50.0 50.0
103.0
22.022.0
103.0
103.0
5.05.0
50.0 50.0 50.0
110.0
2.0
6.0
17.0
48.6
23.0
20.0
16.0
13.0
9.0
8.0
23.0
20.0
16.0
13.0
9.0
5.0
160.0
5.0
162.5
5.0
159.0
5.0
5.0
50.050.050.050.050.0
22.022.0
5.05.05.0
50.0 50.0 50.0
103.0
22.022.0
103.0
103.0
5.05.0
50.0 50.0 50.0
110.0
50.050.050.050.050.0
22.022.0
5.05.05.0
10.0
72.5
15.0
25.047.5
90.0 45.0
90.0 45.0
5.0
45.0
5.0
5.0
38.0
5.0
17.0
15.0
17.0
72.5
5.0
15.0

Receivingempty cocos

Cocos transfer conveyors

Silo 3 Silo 2 Silo 1
Vacuum pumps
area
Outdoor
Chemicals area
Balance
tank
CV 1
CV-1-1 & CV-2
CM2
Curve
conveyor
To
indoors
loop
conveyors
Waste
coconut
To
outdoors
Trucks
Waste
conveyor
Indoors conveyors feeding loop line
manhole
manhole
To maintenance area
To wastewater area
manhole
Steel plate
Grid cutter width 700 mm
Deep 600 mm
With slope to manhole(s)
Grid cutter

Set of conveyors by Block
Description:
Block 1 Outside:
Feeder conveyor x 2 (green) running along the
back of Silos 3, 2 and 1 (black belt)
Feeder new inclined conveyor (blue) running
along the wall behind vacuum pumps (black belt)
Coconuts Stanley steel washing tank 2 ways flow
conveyor (white belt)
Block 2 Outside:
1st coconuts rinsing Stanley steel tank conveyor
(white belt)
2nd coconuts rinsing Stanley steel tank conveyor
(white belt)
Coconuts feeder curved conveyor (blue belt)
Block 3 Inside:
Set of two curved conveyors (blue belt) (upper
loop)(feeding the punching line)
Set of two straight conveyors (white belt) (upper
loop)(feeding the punching line)
Block 4 Inside:
Set of two curved conveyors (blue belt) (lower
semi loop)(waste coconut conveyor)
Set of two straight conveyors (white belt) (lower
semi loop)(waste coconut conveyor)
Block 5 Outside:
Receiving waste coconut blue hopper conveyor
Left side inclined waste coconut conveyor feeding
waste coconut truck
Right side inclined waste coconut conveyor feeding
waste coconut truck
Electric Panel Control Box mode of operation by Block
Block 3.
Run independent from other block conveyors at all
times
Operator control the push bottom On/OFF (run/stop)
Electric control box inside
All conveyor motors stop and start at the same time
The speed of all conveyors is balanced automatically by
the electric panel control box
If it is required to change the speed of one of the
conveyors in this block; only the engineering technician
can change the speed through the electric panel
control box
Traffic control lights from Block 2 conveyors (red Block
2 is in STOP, green Block 2 is in operation); the traffic
light RED/GREEN located next to the electric panel
control of Block 3 is controlled by the Block 2 electric
panel control box)
Traffic control lights from Block 4 conveyors (red Block
4 is in STOP, green Block 4 is in operation); the traffic
light RED/GREEN located next to the electric panel
control of Block 3 is controlled by the Block 4 electric
panel control box)

Block 2.
The electric panel control from Block 3 triggers the
traffic light RED/GREEN located next to the electric
panel control box of Block 2
RED Block 3 is in STOP, GREEN Block 3 is in operation
The electric panel control box allows the Block 2
conveyor to START operation if and only if
The Block 3 conveyors are in operation, otherwise
Block 2 conveyors cannot start operation
The operator, once he/she knows the Block 3
conveyors are in operation, then manually can start
the Block 2 operation through the electric panel
control box
Block 2 can STOP through the electric panel control
box manually, by the operator
Block 2 conveyors start operation in the sequence:
first the curved conveyor, followed by the 2nd rinsing
conveyor, then the 1st rinsing conveyor
Electric panel control box of Block 2 conveyors and
traffic lights from Block 3 conveyors, are located
outside, on the wall near the curved conveyor
Block 1.
Electric panel control box of Block 1 conveyors, is
located outside, on the wall near the curved conveyor
from Block 2 conveyors electric panel control box
This electric panel control box is operated
manually by the operator and is independent
from all other Blocks of conveyors
When conveyors in Block 2 STOP, the operator
will wait until the conveyors in Block 1 are full
and decide when to STOP and when to START
operation again
When conveyors in Block 2 are in operation,
conveyors in Block 1 must be in operation
mode
Block 4.
Electric panel control box of Block 4 conveyors
is located outside, on the wall near the curved
conveyor, for the operator to manually control
it
Block 4 electric panel control works
independent from other conveyor Blocks
RED/GREEN traffic lights from conveyors of
Block 4 are located indoors next to the electric
control box of conveyors in Block 3
Block 5.
Electric panel control box of Block 5 conveyors
is located outside, on the wall near the curved
conveyor, for the operator to manually control
it
Block 5 electric panel control works
independent from other conveyor Blocks

Cocos trucks yard

trucks coconuts working hrs next day max min exp min
30 10,000 6:00 AM 3:00 AM 71 30
10 5,000 6:00 AM 3:00 AM 36 20
Waste
trucks
35 10,000 7:00 AM 3:00 AM 45 40
Silo - 1
Calling
Truck - ID
Silo - 2
Silo - 3
Calling
Truck - ID
Calling
Truck - ID
Queue No
Queue No
Queue No

WEEK
NO. Week # 32
DATE 2-ส.ค.-15
RECEIVE COCO PLAN
No. Supplier
Expected
Quantities
ETA
Window
Time
Hopper
Plan
Queue
Sequence
Hopper Truck Actual
2 Bonam Maphrao Co., Ltd. 1(FFL) 24,000 6.00 2.3 2 3 Dump+Normal 24,120
13 Bonam Maphrao Co., Ltd. 2(Non FFL) 7,000 18.00 13.1 13 1 Normal 7,044
14 CCN Resources Co., Ltd. 5,000 19.00 14.3 14 3 Dump 5,032
5 D.D.1 Coconut Co, Ltd. (FFL) 9,000 9.00 5.3 5 3 Normal 9,074
6 D.D.2Coconut Co, Ltd. (FFL) 8,000 10.00 6.2 6 2 Normal 8,049
11 JARUWAN 7,000 16.00 11.2 11 2 Normal 7,025
7 K Best Farm Co., Ltd.(FFL) 14,000 11.00 7.1 7 1 Dump 14,042
1 NC Coconut Co., Ltd. (FFL) 32,000 5.30 1.2 1 2 Dump 40,184
8 Paiboon (FFL) 10,000 13.00 8.1 8 1 Dump 10,045
10 Pikul (FFL) 13,000 15.00 10.1 10 1 Dump 12,055
12
Ratchaburi Organics Fruit Community
Enterprise
2,000 17.00 12.2 12 2 Dump 2,032
4 Ratchaburi Organics (FFL) 8,000 8.00 4.2 4 2 Dump 8,033
9 Seri (FFL) 16,000 14.00 9.3 9 3 Normal 16,042
3 SUTHADEJ (FFL) 5,000 7.00 3.1 3 1 Normal 10,072
Total 160,000 172,849
11 A 10,000
12 B 10,000
13 C 10,000
14 D 5,000

Factory utilities

COCONUT WATER EXTRACTION FACTORY115000
35000
14000 2000
18800
19500
12000
6000
12000
4000
200007500
6200
28000
8000
11000
17000
5000
15000
5000
3700
2000
4700
Sludge cake tank & press
12400
2500
3700
3400
4700
3100
10000
17000
6000
6000
800
3000
27000
8000 6000 8000 6000
33000
18000
60002000
Soft water & 100 M3 tank
2000
RO
2x10 m3
for MBR
4x10 m3
For RO
Neighbor
land
Sedimentation
tank 3x3x4 mt
6000
12000
Chiller
GAS
8000 18000
20006000
14000
11000
4000
1600
60006000
4000
5000
3000
roof
2000
1000
20000
8000
5000
80002000
elevated
Truck scale
12000
5500
18000
Waste Water EQ tank
Waste Water
Aeration tank
Waste Water
Aeration tank
Punching Line Production
TIA Filter Storage tanks
Storage tanksCold Room
DELMAX
Filling line
Zongya
Filling line
Bag in box line
DELMAX
Finish Goods packing line
Zongya
Finish Goods packing line
CIP
room
Coconuts Storage Silos
Packaging
warehouse
HH Office
HH Production Office
Quality
Packaging
warehouse
Boiler
MBD
Compressed
Air
Chiller
compressors
Conveyors
And
hoppers
Spirit
house
Guard
house
Truck Yard
PAC
Reactor
tank
DAF
tank

System Equipment Location component
Capacity
Units
Qty
use
volt
s
Hz Qty spare total Hp
MDB
1
MDB
2
Waste Water Plant WW area
Aeration Air Blower 1 10 HP 1 380 50 1 10
Aeration Air Blower 2 20 HP 1 380 50 1 20
Aeration Air diffuser 1 400
lit/mi
n
18
Aeration Air diffuser 2 700
lit/mi
n
18
Aeration
Raw Pater Submersible
pump 1 HP 2 380 50 1 2
Aeration Transfer pump 1 HP 1 0 1
Filtration MBR Membrane Unit 55
m3/d
ay
2
Filtration MBR Effluent pump 1 HP 1 380 50 1 1
Clog Cake Maker Sludge Storage Tanks 6 m3 2 0
Filter Press system 1 Hp 1 380 50 0 1
Air Compressor 15 Hp 1 380 50 0 15
Effluent tank 500 lit 1 0
pH Adjustment chemical feeder pump 1,800
ml/mi
n
2 110 50 0
pH Adjustment chemical tank 500 lit 2
Pipes full set
Valves full set
Accessories full set
Electric Panel Control full set

Capacity
Units
Qty
use
volt
s
Hz Qty sparetotal Hp
MDB
1
MDB
2
Steam Boiler Plant Boiler
Boiler
room
Steam Boiler 750 kg/hr 2
Steam Header full set
Pump 2 HP 2 380 50
Pipes full set
Valves full set
Electric Panel
Control
full set
Capacity
Units
Qty
use
volt
s
MDB
1
MDB
2
Gas Station Gas Control system Gas station room
Gas Cylinders 48 kg 20
Gas supply regulator control full set
Pipes full set
Valves full set
Electric Panel
Control
full set

Capacity
Units
Qty
use
volt
s
MDB
1
MDB
2
Chiller Plant Chiller Units
Chiller
area
full set/rented 7 Hp 2 380 50
Capacity
Units
Qty
use
volt
s
MDB
1
MDB
2
Soft Water Plant Soft Water tanks
Soft water
area
full set 15
m3/h
r
1 1
Storage soft water tanks PE tanks 6 m3 2
Water storage tank Steel tank 100 m3 1
transfer Pump 7 HP 1 380 50 7
transfer Pump 3 HP 4 380 50 12
Valves full set
Pipes full set
Electric Panel
Control
full set
Capacity
Units
Qty
use
volt
s
MDB
1
MDB
2
Reverse Osmosis
(pending)
RO tanks
Soft water
area
full set 5
m3/h
r
1
not yet approved
and
Storage RO water tanks PE tanks 10 m3 2
installed the RO
plant full
MRB water storage tanks PE tanks 10 m3 4
set transfer pump 7 m3 1
transfer pump 5 m3 2
Valves full set
Pipes full set
Electric Panel
Control
full set

Capacity
Units
Qty
use
volt
s
MDB
1
MDB
2
Receiving Hoppers Hopper 1 2 HP 1 380 50 2
Vertical conveyor 1 10 HP 1 380 50 10
Slider Silo 1
Hoist Slider Silo 1 0.50 HP 1 380 50 0.50
Slope Silo 1
Hopper 2 2 HP 1 380 50 2
Horizontal conveyor 2 2 HP 1 380 50 2
Vertical conveyor 2 2 HP 1 380 50 2
Slider Silo 2
Hoist Slider Silo 2 0.50 HP 1 380 50 50%
Slope Silo 2 2 HP 1 380 50 2
Silo 3 joint to Silo 2
Capacity
Units
Qty
use
volt
s
MDB
1
MDB
2
Truck Weight Scale Truck Weight Scale full set
Truck Scale House full set
Truck Yard Truck Yard floor full set
Truck Yard Lighting full set
Truck Yard Gate full set

Capacity
Units
Qty
use
volt
s
Hz
Qty
spare
total Hp
MDB
1
MDB
2
Vacuum Pumps Delaval Pumps 800 lit/min 3 HP 0 -
Sogevac Pumps 2000 lt/min 7 HP 8 58.98
Top Ten vacuum piping full set
Top Ten vacuum valves full set
Top Ten vacuum accessories full set convertion
kw hp
Outdoor Conveyors
Silo feeder
conveyor 2.95 HP 2 380 50 5.90 0.75 1
Silo feeder
conveyor 1.01 HP 1 380 50 1.01
Feeder conveyor extension 2.01 HP 1 380 50 2.01
New top of CV 1 -> CV6 2.01 HP 1 380 50 2.01
Modification CV 1 2.01 HP 1 380 50 2.01
Modification CV 1-
1 2.01 HP 1 380 50 2.01
Modification CV 2 2.01 HP 1 380 50 2.01
New MC2 blue corner -> CV3 2.01 HP 1 380 50 2.01
New waste conveyor feeder 2.01 HP 1 380 50 2.01
pH Adjustment chemical feeder pump 4,700 ml/hr1 110 50 0
Capacity
Units
Qty
use
volt
s
Hz
Qty
spare
total Hp
MDB
1
MDB
2
Indoor Conveyors Loop Conveyor 2.01 HP 7 380 50 14.08
line 1 vacuum 2.01 HP 2 380 50 4.02
line 2 vacuum 2.01 HP 1 380 50 2.01
Electric panel control
box/Block
full set by BBC 5
Punching Machine Duplex Punching Machine 1.00 Amp 49 380 50
vacuum support pump 2.95 Hp 2 380 50 5.90
Feeling Line Zongya Feeling Machine full set
Sleeve Machine full set
Shrink tunnel full set

Capacity
Units
Qty
use
volt
s
MDB
1
MDB
2
CIP Plant Patkol CIP system full set 7.37 Hp 2 380 50 14.75
Patkol Storage tanks full set 7.37 Hp 7 380 50 51.61
1.47 Hp 4 380 50 5.90
TIA Filter Plant TIA Filter Plant full set 60.32 Hp 3 380 50 180.97
7.37 Hp 2 380 50 14.75
2.95 Hp 3 380 50 8.85
Kaveewat Piping
Piping &
Accessories
full set
Zongya Filler
Machine
filler full set 3.00 Hp 1 380 50 3.00
bottler transfer conveyor 0.58 Hp 5 380 50 2.88
Air fan bottler transfer
conveyor 2.00 Hp 1 380 50 2.00
CAP feeder conveyor 0.58 Hp 1 380 50 0.58
pump motor 20 m3/hr 7.37 Hp 1 380 50 7.37
bottler rotary table 1.00 Hp 1 380 50 1.00
Xu-Yuan sleeve machine main motor 2.68 Hp 1 380 50 2.68
sleeve transfer 0.58 Hp 3 380 50 1.73
steam tunnel 2.00 Hp 1 380 50 2.00
496.02 Hp
370.03 Kw

POWER SUPPLY
SETTINGS AND UV
OUTPUT
Power Power setting Power setting Lamp Intensity
Watts PSU % Laptop %
Magdrive 1 792 60 78 60 1320 130 100%
117 90%
Magdrive 2 792 60 78 60 104 80%
91 70%
Gospell 1 1300 100 100 Set cannot be changed 78 60%
65 50%
Gospel 2 1300 100 100 Set cannot be changed

Equipment CIP

Description approximately Flow
Analysis
Laboratory Jar test Analysis Design Flow Calculate
pH TDS COD pH TDS COD m3/day
5 Nov (CV2) 15.30pm Flow Max. 2 m3/hr 6.01 344
5 Nov (CV1) 15.30pm Flow Average 1.3 m3/hr 6.07 423 626 7.34 443 29Line :Washing
V2 (12.30)pm flow/day 133 6.77 355 Coconuts
CV2 (10.30) am Coconuts Washing 6.85 348 = 133 m3/day
V1 (10.30) 5/Nov pm 6.80 454 200 7.16 403 79
V1 (12.30) 5/Nov pm 6.91 441
Resin after Alkaline (น้ำ เรซิน หลังด่ำง T1000) 7.72 322 11
Resin before Alkaline (น้ำเรซิ่นก่อนด่ำง
T1000) CIP Central Line 10.39 424 3
Resin water Hot (น้ำร้อน T1000) flow/day 70 9.23 408 15
Resin after alkaline (น้ำเรซิ่นหลังด่ำง T302) 8.89 341 0
Resin before alkaline (น้ำเรซิ่นก่อนด่ำง T302) 12.37 848 9
Before Acid 7.91 392
After Acid 8.23 358
Between Acid 7.67 357 Line: Manufacturing
=227 m3/day
Short TIA SODA With Drainage Water
Mixed 13.42 8310 86
Short TIA after Soda With Drainage
Water Mixed TIA CIP Line 3.65 1504 19180
Short TIA before Soda (5/Nov/15)
8.00-8.30 am flow/day 75 3.89 3707 42720
TIA before Soda with drainage Water
Mixed 13.62 4980 900
5 Nov 15 (Short TIA Soda 8.00-8.30)
pm. 13.84 56
5 Nov 15 (Short TIA after SODA 8.00-
8.30pm 9.73 417 541
5 Nov 15 before first Resin Pouching
Line 11.15 am. CIP S.U (Single use) 4.02 1393 72
5 Nov 15 (First resin 11.20 am.) During
pouching Line flow/day 45 6.89 406 24660
Soft Washing Line: Soft Washing
flow/day 40 =40 m3/day
Total Capacity 363 m3/day
For design Capacity 400 m3/day

EQ
Tank
Aeration Tank 1
Aeration Tank 2
MBR
membrane
TIA-CIP
Central CIP
Single use CIP
Connect to Pit
connecting to EQ
tank
Coco Washing
tank V1
Connect to
drainage cutter
Softener
plant
Deep well Water
Factory
100 m3 tank and
6 m3 x 2 tanks
Raw water tower
Ph, PAC, Polymer
reactor tanks
DAF system
Effluent
tank
Effluent water
BOD, COD, SS
Etc within
standards
Softener
Plant backwash

Coconut
Washing water
CIP
Process
water
Basket screen PIT
EQ tank
pH Adjustment
reactor tank 1
Aeration Tank
MBR tank
Effluent water
For re-use
RO plant
Ph Adjustment
Reactor tank 2
DAF
40 m3/hr
ADT
PAC
Sludge cake plant
Sedimentation
tank
Effluent water

Waste water

115000
35000
14000 2000
18800
19500
12000
6000
12000
4000
200007500
6200
28000
8000
11000
17000
5000
15000
5000
3700
2000
4700
12400
2500
3700
3400
4700
3100
10000
17000
6000
6000
800
3000
27000
8000 6000 8000 6000
33000
18000
60002000
2000
RO
2x10 m3
for MBR
4x10 m3
For RO
Neighbor
land
Sedimentation
tank 3x3x4 mt
6000
12000
GAS
8000 18000
20006000
14000
11000
4000
1600
60006000
4000
5000
3000
roof
2000
1000
20000
8000
5000
80002000
elevated
Truck scale
12000
5500
18000
Neighbor
land
Neighbor
land
Neighbor
land
56500
21000

46000
11000
18000
2000
8000 80002000
elevated
18000
Slope 600 mm deep
At manhole
3700
4700
3400
Boiler
DAF
tank
DAF
tank
To aeration
tank
To EQ tank
From MBR
To public
drainage

EQ
Tank
Aeration Tank 1 Aeration Tank 2
MBR
membrane
500 lit
Effluent tank
Connect to
effluent pipe
500 lit for
washing coco tank
Connect to
Coco washing
tank V1
Connect to
10 m3 x 2 tanks
Connect to
Factory washing
floors water supply
Coco Washing
tank V1
Connect to
drainage then to
EQ tank

Coconuts washing
tank discharged
water to drainage
Expected Flow
4 m3/hr for 20 hrs
Pump capacity
5 m3/hr
with inverter
Pipe/drainage
water to
Waste Water
EQ tank
Waste Water Plant
MBR outflow pipe
CAP 100 m3/day
T connector/pipe
and actuator valve
Water tank
500 lit
Level control &
actuator valve
Pump capacity
5 m3/hr
with inverter
Pipe water to
coconut washing
tank V-1
4 m3/hr
Connect to
10 m3 x 2 tanks
water to clean
floors
Coco washing
water - MBR
processed
water flow
Discharge at 2
points
CV2 and Balance
tank
Requires 2 x 500 li
tank and 2 pumps
to send water to
drainage

Parameters HH WWT
Q m3/TEU 2.5m3/TEU
TEU/hr 2TEU
Working hrs/shift 10hrs
Shifts/day 2shifts
Working days/week 6days
Day off/week 1day
weeks/mth 4weeks
Calculations
Q flow/hr 5m3/hr
Q flow/day 100m3/day
TEU/mth 960TEU
WW processing hr/day 24hrs
WW processing Q flow m3/hr 4.17 m3/hr
WW Process
In flow Q m3/hr 5.00m3/hr
Basket Screen Drain Pit width 10mt 3mt 1.5mt
Basket Screen Drain Pit deep 10mt 3mt 3mt
Basket Screen Drain Pit height 1.8mt 1.8mt 1.5mt
Basket Screen Drain Pit CAP m3 96.80 m3 16.20 m3 6.75 m3
Basket Screen Drain Pits 1Units 1 1
Basket Screen Total Drain CAP m3 96.80 m3 16.2 m3 6.8 m3
Basket Screen Drain Q holding time 19.36 hrs 3.240 hrs 1.350 hrs
Basket Screen Drain Holding time required 2hr
Drain HT % 162.0% 68%
Oil Separator Basin width 2mt 3mt
Oil Separator Basin deep 1mt 3mt
Oil Separator Basin height 1.7mt 1.8mt
Oil Separator Basin CAP m3 3.4m3 16.2m3
Oil Separator Basin Q HT hrs hrs 3.240 hrs
Oil Separator Holding time req 2hrs
OSHT % 162.0%

Skimmed Oil Basin width 2mt 3mt
Skimmed Oil Basin deep 1mt 3mt
Skimmed Oil Basin height 1.96mt 1.8mt
Skimmed Oil Basin CAP 3.92m3 16.2m3
Skimmed Oil Basin Q HT hrs 3.24 hrs
Skimmed Oil Holding time req 2hrs
SOHT % 162.0%
EQTank width mt 4.25mt 3 2.4mt
EQTank deep mt 3.6mt 3 3.6mt
EQTank height mt 1.96mt 1.8 3.6mt
EQTank CAP m3 29.99m3 16.2 64.80 31.1m3
EQTank Q HT hrs 13.0 hrs 3.24 12.96 6.22 hrs
EQTank Holding time req 15hrs
EQTank HT % 21.6%% 86.4% 41%
Spare width 6.25mt
Spare deep 2.1mt
Spare height 1.96mt
Spare CAP 25.73m3
Spare Q HT hrs 2.923 hrs
Spare HT req 15hrs
Spare HT % 19.5%%
Eqext tank width 3.50 mt 9.95
Eqext tank deep 6.60 mt 11.8
Eqext tank height 1.96 mt 3.5
Eqext tank CAP 45.28m3 25.20 90.00 410.9
Eqext tank Q HT hrs 8.775 hrs 5.04 18.00 82.2
Eqext tank Holding time req 10.00 hrs
Eqext tank HT % 87.8% 120% 548%

EQ+Spare+EQext CAP m3 100.99 m3
EQ+Spare+EQext Q HT hrs 11.476 hrs
EQ+Spare Holding time req 10.00 hrs
EQ+Spare+EQext HT % 114.8%
Aeration Organic Compound width 3mt 6 1.2mt
Aeration Organic Compound deep 2.5mt 2 1.2mt
Aeration Organic Compound height 1.96mt 1.8 1.5mt
Aeration Organic Compound CAP 14.70m3 21.60 2.2m3
Aeration Organic Compound Q HT hrs 4.32 hrs 4.32 0.43 hrs
Aeration Organic Compound HT req 3hrs
Aeration Organic Compound HT % 144.0%% 14%
Aeration SL Bioreactor width 3mt 6 1.2mt
Aeration SL Bioreactor deep 2.5mt 2 1.65mt
Aeration SL Bioreactor height 1.96mt 1.8 1.69mt
Aeration SL Bioreactor CAP 14.70m3 21.60 3.3m3
Aeration SL Bioreactor Q ht hrs 4.320 hrs 4.32 0.67 hrs
Aeration SL Bioreactor HT req 3hrs
Aeration SL Bioreactor HT % 144.0%% 22%
Aeration LL Bioreactor width 3mt 6 6.873864mt 9.6
Aeration LL Bioreactor deep 2.5mt 2 6.873864mt 11.8
Aeration LL Bioreactor height 1.96mt 1.8 1.8mt 3.5
Aeration LL Bioreactor CAP 14.70m3 21.60 64.80 85.1m3 396.48
Aeration LL Bioreactor Q HT hrs 4.125 hrs 4.32 12.96 17.01 hrs 79.30
Aeration LL Bioreactor HT req 3hrs
Aeration LL Bioreactor HT % 144.0%% 144% 881%
MBR Sludge Conditioner width 1.75mt 1 2.4mt 1.3
MBR Sludge Conditioner deep 2.1mt 10 3.6mt 11.8
MBR Sludge Conditioner height 1.7mt 1.8 3.6mt 3.5
MBR Sludge Conditioner CAP 6.25m3 18.00 31.1m3 53.69
MBR Sludge Conditioner Q HT hrs 1.25 hrs 3.60 6.22 hrs 10.74
MBR Sludge Conditioner HT req 3hrs 120%
MBR Sludge Conditioner HT % 120.0%% 207% 358%

Clarifier Tank width 1mt
Clarifier Tank deep 2.1mt
Clarifier Tank height 1.96mt
Clarifier Tank CAP 4.12m3 12.60
Clarifier Tank Q HT hrs - hrs 2.52
Clarifier Tank HT requ 3hrs 84%
Clarifier Tank HT % 0.0%%
Effluent Final Discharge width 12
Effluent Final Discharge deep 2
Effluent Final Discharge height 1.96
Effluent Final Discharge CAP 47.04 12.60 90.00
Effluent Final Discharge Q HT hrs 6.777 hrs 2.52 18
Effluent Final Discharge HT req 3 84% 120%
Effluent Final Discharge HT % 225.9%
Check chemical dosis increase by +30%
also increase CAP OC,SL,LL,SC,FS, RO tanks

240.00
130.00
60.00
60.00
120.00
MBR
WW Electric
Panel control
65.00
20.0020.0090.00
10.0010.0010.0010.0010.0010.0010.0010.0010.00 6.00 6.0013.00
20.0020.00
Steel Grillage Foundation
Upright column is M70x80x2.8 at 3.5 mt height s.f.
1.8, with 10.86 ton load
Beams are 6 ton x s.f.1.4 =8.4 ton or 4.2 ton/beam
Vertical is b40,100, 2.5 at 1000 mm w/4,481 kg load
Horizontal is b40, 70, 2.5 at 600 mm w/4,389 kg load

10020.69
10034.48
3000.00
10034.48
10020.69
10034.48
10021 3000 10021
10020.69
10034.48
6000.00
6000.00

10021 10021
10021
3000300010250
2000
6000
10021
Skimmed oil
basin
Oil separator
basin
Grid Screen
Drain Pit
Aeration Bioreactor I
Aeration Bioreactor III
EQ receiving tank
Aeration Bioreactor II
Effluent Tank
Clarifier tank
Aerator
EQ tank
MBR Sludge
Conditioner III
MBR Sludge
Conditioner II
MBR Sludge
Conditioner I
6031.21
6000
20002000

Thank You
L | C | LOGISTICS
Plant Manufacturing and building facilities equipment
Engineering-Book
ENGINEERING FUNDAMENTALS AND HOW IT WORKS

Coconut water extraction mass production machine

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