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Water Consumption in Construction Ar. Namrata Amrut Patil Allana College of Architecture, Pune, India International Journal of Research in Civil Engineering, Architecture & Design Volume 4, Issue 2, April-June, 2016, pp. 58-66 ISSN Online: 2347-2855, Print: 2347-8284, DOA: 05022016 © IASTER 2016...
Water Consumption in Construction Ar. Namrata Amrut Patil Allana College of Architecture, Pune, India International Journal of Research in Civil Engineering, Architecture & Design Volume 4, Issue 2, April-June, 2016, pp. 58-66 ISSN Online: 2347-2855, Print: 2347-8284, DOA: 05022016 © IASTER 2016, www.iaster.com
ABSTRACT Water resource management can be divided into 2 categories, 1.Water management during Building construction 2.Water management during Operation (End user). Water management during construction is the important area to study and understand because the amount of water used per unit area of construction largely remains undocumented. According to survey conducted in Pune, the cost of the water is very less when compare to cost of materials in the total cost of project. But as water is being a natural resource, the use of water should be optimum. In Pune, traditional/conventional method of construction is used for mostly residential projects (incl.0.5% commercial), where water consumption is more and water is wasted specially during Curing. Hence, the aim of this study is to understand water requirement in various construction activities (preparation, casting and curing), for labor camp on site & to reduce or for optimum use of water during construction, recommendation of alternative technologies/ materials. Considering the scope of the study, 12 no’s of case studies are done & analyzed within PMC & PCMC limits, which helped to draw inferences regarding use of water source, reasons for extra use & water cost per square feet of construction area.
Keywords: Alternative Technology, Natural Resource, Water Consumption, Water Management. 1.
INTRODUCTION
The construction industry in Pune is rapidly rising as to fulfill the demand of the growing population. As Construction of building consumes natural resources like materials, land, energy & water. Water being a very important natural resource, which is shrinking day by day, there should be proper or optimum use of water during construction. Because of scarcity of water, construction had been stopped in Pune. Losses had to bear by builders, investors, workers & buyers. The request was made to PMC that interior works should be allowed.
Fig 1: Article Mentioning issue of Water Scarcity, Pune
Referring to above issue, there is requirement of proper use of water in construction. Therefore, Study should be carried out to understand the water requirement for various activities which turn out to be Documentation of water consumption & helps to quantify water requirement for other similar projects. Hence, this research is oriented towards, understanding of water requirement for each
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International Journal of Research in Civil Engineering, Architecture & Design Volume-4, Issue-2, April-June, 2016, www.iaster.com
ISSN
(O) 2347-2855 (P) 2347-8284
construction activity and proposing a solution on the aligning of various construction activities by understanding requirement of water and to minimize the water usage/wastage, recommendation of alternative technology and materials.
2.
RESEARCH METHODOLOGY
1) Standard Water Cement Ration: Especially for the concrete, it is very important to maintain the consistency & W/C ratio. The strength of concrete depends primarily upon the strength of the cement paste. For workable concrete which can be compacted properly with ease needs to correct W/C ration as per IS standards. The water cement ratio is different for different grades of concrete. Below table will give the W/C ration for different grades. For other activities of construction like mortar used for B.B.M & Plastering, the water requirement depends on the consistency & workability. It differs according to material used, context & climate. Generally water is calculated for per bag of cement. To generate the approx quantity of water required per cement bags, case studies has been done. Data of case studies is mentioned below.
Fig 1.1: W/C Ratio for Different Grades of Concrete Source: IS CODE -456-2000
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International Journal of Research in Civil Engineering, Architecture & Design Volume-4, Issue-2, April-June, 2016, www.iaster.com
ISSN
(O) 2347-2855 (P) 2347-8284
Table W/C Ratio - Mixing Proportion MIXING PROPORTION WATER / CEMENT BAG (ltrs)
ACTIVITY R.C.C
25*
B.B.M
30
PLASTER(CM)
30
INT.PLASTER, GYPSUM IS USED
15
TILING
25-35**
WATERPROFING (B.B.COBA)
20
PAINTING (WATER BASED PAINTS)
0.5-1***
Note: *W/C differs for different grades of cement. **lower range is for Dado work higher range is for flooring work *** Lower range if for interior, Acrylic water based Paints & higher range for Exterior cement paints are used. Table-1, outcome of discussion with experienced structural & site engineers 2) Curing Period: Curing is the important activity which consumes more water. Curing period is analyzed both as per IS specification & on site. Table Curing Period SL. NO
ACTIVITY
CURING PERIOD( DAYS) AS PER STANDARDS
CURING PERIOD( DAYS) PRACTICALLY ON SITE
1
R.C.C
13
7
2
B.B.M
7-10
3
3
PLASTER(CM)
15
3
4
INT.PLASTER, GYPSUM IS USED
0
0
5
TILING
14
7
6
WATERPROFING (B.B.COBA)
15
7
7
PAINTING (CEMENT PAINTS)
7
7
(Mantri Sandeep, A To Z Practical Builsing Construction 7 Its Management, Third Edition, Published By Mantra Institute Of Development And Research -1998, Pune.) 3) Standard Water Requirement For Per Person Per Day: According to the Indian Standard & Water Supply & Sanitation committee of urban area, the requirement of a person per day is 135 litres for domestic use. The table below gives the water requirement per person per day. But, for the labor camp on site, some of the activities mentioned above in the table are not considered like washing the house. Table Ideal Water Requirement for labor SL.NO
DESCRIPTION
WATER/DAY/HEAD
1
BATHING
55
2
WASHING OF CLOTHS
20
3
FLUSHING OF WC
30
4
WASHING THE HOUSE
10
5
WASHING OF UTENSILS
10
6
COOKING
5
7
DRINKING
5
TOTAL
135 liters
(Water supply & sanitation by Rangawala)
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3.
ISSN
(O) 2347-2855 (P) 2347-8284
DATA COMPILATION
Data collection of varies case studies is in table format. Data collection includes the following information of the particular case study.
includes the general information of the project like, project name, construction company name, plot area, construction area, cost of project/construction rate of the project and start & end date of the project, The quantity of work & No. of cement bags consumed for different construction activities with start & end dates of particular activity. Also includes grade of concrete, approx water used for 1 bag of cement for various construction activities. The information about the total labor required for particular construction activity per day and about the labor camp on site., The no. of slabs with area and no. of columns with the minimum & maximum size, The information about the water source used for construction. If bore well water is the source then what is the size of the underground storage tank & approx count of refilling of the tank in a day and in summer season. If water tanker then no. of tankers per month.
List of Case Studies: Table Twelve no’s of Case Studies, Pune
4.
SL.N O.
NAME OF PROJECT
PROJECT LOCATIO N
CONSTRUC TION AREA (SQFT)
WATER SOURCE
1,20,000
DURA TION (MONT H) 33
1
ALDEA ELSPANOLA
2
LA ROYALE
NEAR BALEWADI STADIUM, MAHALUN GE. UNDRI
34000
42
WELL
3
SANKLA EXCLUSIVE VISTA
PISOLI
1,20,000
40
BORE WELL + TANKERS
4
ALCONE SIGNARE
KONDWA
50700
27
BORE WELL & TANKERS
5
SATYAM PRIMA
MANJARI
84000
29
BORE WELL
6
SATYAM SHIVAM SUNDERAM
MANJARI
100437
29
BORE WELL + TANKERS
7
EISHA ERICA
DHAYARI
80000
59
WELL
8
BELLE VIE
WAGHOLI
113333
34
TANKERS
9
SHREED WOODS
DHANORI
105855
40
BORE WELL + PMC TANKERS
10
SAI MANGAL
WAGHOLI
114000
41
BORE WELL + PMC TANKERS
11
AYUSH PARK
TALEGAO N
112439
47
BORE WELL
12
SAI SANKUL
RAHATANI
112645
56
BORE WELL
BORE WELL + PCMC WATER TANKERS
DATA PROCESSING & ANALYSIS
Data processing is divided in to 3 parts Part one includes the ideal water consumed for construction & Part Two includes the Ideal water consumed for labour camp & part three, the time line with monthly used of water which will be the actual water consumption of the project.
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International Journal of Research in Civil Engineering, Architecture & Design Volume-4, Issue-2, April-June, 2016, www.iaster.com
ISSN
(O) 2347-2855 (P) 2347-8284
Data analysis is done by comparing total Ideal consumption of water (includes ideal water for construction & labour camp) to Actual consumption of water (includes actual water for construction & labour camp) Difference between two will give the quantity of extra water used. List of reasons for extra use of water. Example : Data Analyzed Case study 01: Aldea Elspanola Water source: Bore well for construction, PCMC tankers for labor camp. Table (a),(b): Shows Ideal & Actual Water Consumption Respectively – Case Study 01 (a)Ideal Consumption Of Water (Lacs Ltr) Construction Labor Camp
218.77 147.00
365.77
(b)Actual Consumption Of Water(Lacs Ltr) Construction
347.40
Labor Camp
200.00
547.40
Fig 4.1: Overall Water Consumption of Case Study 01
Fig 4.2: Activity Wise Water Consumption-Case Study 01 Extra use of water: 181.62 lacs litres, 10% is considered as allowable wastage, total % of wastage: 29.87% Cost of water: Rs 9 lacs (0.4% of project cost)
5.
COMPARATIVE ANALYSIS
12 no’s of case studies are analyzed separately and compared with each other on the bases of types water source used, duration of the project, extra used of water and increase in total cost of the projects.
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1. 2. 3. 4. 5.
ISSN
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List of reasons for extra use of water are, Poor project planning Delay in project Water source Inefficiency / negligence Season consideration Arrange the above mentioned reasons top as priority and bottom as least, to each case study as they relate. Comparing water source with cost of actual water consumed. Table Data compilation of Case Studies CASE STUDY
DURATION (MONTH)
IDEAL WATER CONSUMPTION (LACS LITERS)
ACTUAL WATER CONSUMPTION (LACS LITERS)
ALDEA ELSPANOLA
33
365
547.4
LA ROYALE
42
218
510
SANKLA EXCLUSIVE VISTA
40
502
681
ALCONE SIGNARE
27
141
289.8
SATYAM PRIMA
29
181.4
312
SATYAM SHIVAM SUNDERAM
29
281
408
EISHA ERICA
59
219
777
BELLE VIE
34
250
269.7
SHREED WOODS
40
249
659.4
SAI MANGAL
41
258
459
AYUSH PARK
47
269
680.4
SAI SANKUL
56
240
706
Fig 5.1: Comparative Analysis of Twelve Case studies
In Fig-5.1, green color highlights the case study-Belle Vie, Where the water wastage is minimum as source was tankers.
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International Journal of Research in Civil Engineering, Architecture & Design Volume-4, Issue-2, April-June, 2016, www.iaster.com
ISSN
(O) 2347-2855 (P) 2347-8284
Fig 5.2: Relationship Between Water Source & Water Cost
Bore well & well as a water resource, cost less compare to tankers & combination. That’s why all decide on for these recourses.
6. CONCLUSIONS Water requirement during the construction stage for various construction activities has been analyzed by study of 12 case studies of Residential or Residential & commercial projects in Pune region. Following are the conclusions drawn from the different case studies.
7.
Curing requires more water than the other activities like preparation & casting. Especially, water is consumed more for curing of concrete (slab) followed by curing of BBM, Ext.Plaster, waterproofing, Tiling & Panting (if cement paints are used). Delay in project is the main reason which results into increase in quantity of water requirement for construction as well as labour camp (if on site). Poor project planning is second reason to consume more water than required for project. Water tankers as a water source for project can control the wastage of water.
RECOMMENDATIONS
The traditional construction technology consumes more water. R.C.C, B.B.M, Internal And External Plaster, Water Proofing By Brick Bat Coba are major activities which consume more water for preparation, casting and curing as well these activities are more time consuming. As the project duration increases there is an extra use of water. To reduce the water consumption, 1. Without change in technology/materials 2. With change of technology & materials 1) Without Change in Technology 1.
Optimum use of water can be done by Ultimate Crushing of Activities. Aligning the activities with proper predecessor & successor. Elimination of gap between the activities.
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With necessary time & labours for activities. Elimination of avoidable delays MONTH
ISSN
SL.NO
ACTIVITY R.C.C
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
1
BRICK WALL 2
(INT.PLASTER) 3
(EXT.PLASTER) 4
5
WATER PROOFING BRICK BAT COBA TILLING
6
PAINTING 7
Fig 7.1: Ultimate Crushing of Construction Activities
2.
Alignment of Construction Activities by Season Consideration if project starts in month of April, excavation takes 2 months. Start of June, casting of slabs start, water required for curing get eliminated as rainy season starts. Start of BBM activity in July, results into reduction water requirement by 50%. Water for casting & curing is saved. Similarly, start of Plaster activity around September, results into less use of water as no evaporation and hence less water for curing. ACTIVITY MONTH APR
SL.NO
MAY
JUN
JUL
AUG
SEP
OCT
NOV
DEC
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
NOV
DEC
JAN
R.C.C 1
BRICK WALL 2
(INT.PLASTER) 3
(EXT.PLASTER) 4
5
WATER PROOFING BRICK BAT COBA TILLING
6
PAINTING 7
Fig 7.2: Season Consideration-Activity Alignment
2) With Change in Technology & Material Recommendation of change in technology or material is done by considering following factors
To reduce water during preparation, casting & curing Less Time consume Less labor consume
Bellow mentioned, is the list of alternative technologies/ materials. Future study can be detail study of these technologies
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ISSN
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Precast units: In this technology, there is elimination of water required for preparation, casting & curing Ready mix concrete: It helps to control water/cement ration at point of preparation. Different curing technologies can be used. Ready mix plaster: Water can be controlled at the point of mixing. Dry wall construction: Elimination of water for curing. Faster construction as compare to wet construction. Chemical water proofing: Less time consuming Less labor consuming No prolonged curing period Less water for preparation & curing.
REFERENCES [1]
Mantri Sandeep, A To Z Practical Builsing Construction 7 Its Management, Third Edition, Published By Mantra Institute Of Development And Research -1998, Pune.
[2]
IS Code-456-2000
[3]
Environmental Status Report (Esr) a. Http://www.punecorporation.org/PMC_Dept.aspx b. Http://www.dnaindia.com/pune/report-environment-status-report-2013-power-usage-ismajor-source-of-carbon-footprint-1867778
[4]
Quality Of Water For Construction c. Http://theconstructor.org/practical-guide/tests-for-water-quality-for-construction/7357/ d. Http://www.gharexpert.com/articles/Water-1837/Water-Construction_0.aspx
[5]
Water supply & sanitation by Rangawala
[6]...