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WEC Engineers & Constructors Pte Ltd
Tan Son Nhat Petrol Commercial Joint Stock Company
PROJECT:
Construction of Aviation Fuelling Facilities at Tan Son Nhat International Airport
CLIENT:
CONSULTANT:
SGS VIETNAM LTD
CONTRACTOR:
No. 10 Bukit Batok Crescent, The Spire, #14-06 Singapore 658079 Tel: (65) 6316 5038, Fax: (65) 6316 4218
TITLE:
TECHNICAL DATA FOR WATER SUPPLY FOR BUILDING
B 15-11-13 ISSUED FOR APPROVAL LYS
B 12-11-13 REVISED AND ISSUED FOR APPROVAL LYS
A 04-07-13 ISSUED FOR APPROVAL LAU
REV DATE DESCRIPTION APPROVED
DOCUMENT NO.: REV.:
P4068-TD-141 B
TAPETCO SGS WEC
DOAN THI MAI HUONG Chairperson
TO DUC TIEN Project Manager
LEE YEOW SIANG Director
INTERPRETATION ON THE PLAN OF DRILLING WELL
CONSTRUCTION & WATER
TREATMENT SYSTEM
Capacity of Water Treatment System (For domestic water) :2.5 to 3 m3/hour
A. DRILLING WELL:
I. PREPARATION:
1. Selection of the location and construction field:
• After considering the outline of construction position, a field visit will be proceeded to
locate the appropriate construction site as demanded.
• When there is a suitable position, working conditions are surveyed such as: roads to
the location of wells, electrical system and water supply system (for construction),
v.v…meeting to the construction schedule.
2. Conveyance of drilling equipment to site and preparation of drilling:
• As the drilling equipment are in the suitable position, setting up and calibrating accurately
drilling rig will be done in order to avoid crooking of borehole during drilling. Then ditches
for circulation of drilling humus are dug and this is also the place for a preliminary
evaluation of well’s stratigraphic structure
II. DRILLING:
• Drilling 2 holes with D.60mm diameter from 19m to 50m.
• Using rotary driller with clay as drilling solution, the drilling hole with D.60mm diameter is
done. While drilling, the geological and stratigraphic characteristics of drilling site should
be observed to assess generally the stratigraphy structure and hydrogeology through the
drilling mud material taken up by the bentonite solution with 1.3 of density.
• Here we shall proceed from 0 m to around 50 m for drilling because some drilling material
will not be all taken out from the borehole after drilling and in which they will be deposited.
• There are 2 wells at each plot (plot 1 and 4). The location of wells will be selected around
the underground water tank. Distance between 2 wells will be around 2-3 meter.
• Pumping water for experiment: When it is clear, water will be pumped up by a sinker
pump for physical and chemical tests of exploiting wells and using for subsequent works.
B. WATER TREATMENT SYSTEM:
I. RUNNING WATER: Capacity around 2.5to 3m3/h
* We propose to apply QCVN 01:2009/MOH quality standard instead of FEED quality
standard.
Proposed standard:
+ QCVN 01: 2009/MOH: Water for drinking standard by the Ministry of Health.
1 Màu sắc(*) TCU 15 A
2 Mùi vị(*) - Không có mùi, vị
lạ
A
3 Độ đục(*) NTU 2 A
4 pH(*) - Trong khoảng
6,5-8,5
A
5 Độ cứng, tính theo CaCO3(*) mg/l 300 A
6 Tổng chất rắn hoà tan (TDS)(*) mg/l 1000 B
7 Hàm lượng Nhôm(*) mg/l 0,2 B
8 Hàm lượng Amoni(*) mg/l 3 B
9 Hàm lượng Antimon mg/l 0,005 C
10 Hàm lượng Asen tổng số mg/l 0,01 B
11 Hàm lượng Bari mg/l 0,7 C
12 Hàm lượng Bo tính chung cho cả Borat
và Axit boric
mg/l 0,3 C
13 Hàm lượng Cadimi mg/l 0,003 C
14 Hàm lượng Clorua(*) mg/l 250
300(**)
A
15 Hàm lượng Crom tổng số mg/l 0,05 C
16 Hàm lượng Đồng tổng số(*) mg/l 1 C
Proposal :
• Once the wells are completed and can be used, the water will be pumped into water
storage tank and pass through the water treatment system. First, the water will be pumped
through the raw treatment system in order to aerate enabling to improve preliminarily
water.
• Water is pumped into the water tank (14m3
of Plot 1 and 24m3
of Plot 4). In there,
solid sediment is separated down. In sediment tank, the flows and characteristic of water
has stabilizing.
• The water is pumped into Rough processing filter (phase 1) to reduce suspended
solid, flavor, color, toxic element…. Then water is pumped into Pure processing filter
(phase 2). Purification treatment system has duty to go on treating if first step (phase 1) is
not completely treated.
• After 2nd
processing, treated water will continue to lead to 3rd
filter (phase 3). In
phase 3, water will be ionized and contained in composite tank.
• Water from the tank (after phase 3) will be pumped into the RO system (reversed
osmosis membrane) by high pressure pump. RO system will adjust salt and minerals,
remove microbial (bacteria) and continue through ultraviolet lamp (UV) to treat sterilized
again. After RO membrane (size 0.0001 micron), water is fully complied with TCVN 01:
2009/ BYT Health of Ministry. After filtering the water will be pumped into the clean
water tanks in the top of building, then serving for domestic purpose.
• The treatment system will be put on top of sediment tanks, therefore the structure
of those tanks will be re-calculated to ensure it can defend the weight of system for long
time.
II. NOTES:
• With filter tank system, the quality of output water needs to be checked daily of
continuous filtration. The valves on the filter tank are operated for washing the filter to
ensure the quality of output water. Washing of filter and checking on the discharge of
sludge from sedimentation tank can be combined to create favorable conditions for users.
* Please find out about QCVN 01:2009/MOH quality standard in Reference Part of this document.
Flow Chart
List Equipment:
No. NAME/MATERIALs ORIGIN Unit
s
Num
bers NOTE
I. RAW TREATMENT (physical, chemical, color, smell, taste,..)
01
Pump for the source water
Treatment
Capacity : 6m3/h , 3HP
Volt : 380V-50Hz,
Model: HMS8-50
- SEOCA Brand
- Italy
Technology
- China assembly
Set 04
3HP
02
Raw treatment Filter – raw solid
filter
- Pentair Brand
- Britain
Technology
- China assembly
set 02
18-65 inch
by
Composite
03
Raw treatment Filter - Reduction
color, smell, toxic element
- Pentair Brand
- Britain
Technology
- China assembly
set 02
18-65 inch
by
Composite
04
Soften Water Treatment Filter -
soften and mineralization
- Pentair Brand
Britain Technology
- China assembly
set 02
18-65 inch
by
Composite
05 Resin to soften water Britain liter 400
06 Material for reducing iron Russia bag 04
07 Activated carbon for reducing
smell, color Vietnam bag 12
08 sand Vietnam bag 08
09 Filter pebblestone Vietnam bag 18
II. TREATMENT BY RO SYSTEM
01 Refine Filter column - 20 inch 5
micro USA set 02
02
Booster pump
capacity : 6m3/h , 2HP
Volt: 380V-50Hz
Model HMS8 - 40
- Seoca Brand
- Italy
Technology
- China assembly
set 04 2HP
03
Main pump for RO
capacity: 6m3/h , 5.5HP
Volt: 380V-50Hz
Model: VMS4 - 190
- Seoca Brand
- Italy Technology
- China assembly
set 04 5,5HP
04
RO Membrane: RO 8040 size
0.0001 micron to recduce 99,99%
metallic impurities water and
GE Brand
USA set 04
bacteria
05
electromagnetic boot system
- Mitsubishi 20A : 4 pcs
- Mitsubishi 12A : 12 pcs
Japan pcs 16
06 Electric box (PANEL) size -
300x500x220 Vietnam pcs 02
07
Ample Meter A
Model: BE 96
Brand: BEW
Taiwan
Pcs
02
08
Voltage Meter V
Model: BE 96
Brand: BEW
Taiwan
Pcs
02
09 Flow Meter
Model: LZM – 25Z Taiwan
Pcs 04
10 Flow Control Valves
Model: 200 CF 8M Taiwan Pcs 02
11 Frame – stainless steel Vietnam Pcs 02
12 UV lamp
Model : UV S36RL Vietnam
CANADA Pcs 02
III. PIPE AND TANK
01
Pipe and fitting – PVC ( including
connection between water
treatment system and water tank on
top building)
Binh Minh Brand –
Viet Nam ls 02
02
Booster pump
Capacity: 6m3/h , 2HP
Volt : 380V-50Hz
Model HMS8 - 40
- Seoca Brand
- Italy
Technology
- China assembly
set 04 2HP
03 Water Tank by stainless steel-
Volume 2000 liter ( Hwata) - Hwata-Vietnam set 02
04 Composite Tank - Intermediate
tank - Volume 2000 litre
Dai Thanh brand -
Viet Nam pcs 02
IV. DRILLED WELLS
01
Drilled wells: depth 19-50m
Pipe Ø 60 mm thick 2.8mm
Come with header pump: 2,5 HP
Volt : 380V-50Hz
Brand: Hoang Huy
Vietnam pcs 04
V. Operating house
01
Operating house
Size 3000x5000x2500mm
Material: steel frame, steel sheet
wall, square column 40, square
transom 30, Steel sheet roof
Vietnam Ls 02
CATALOGUE: