Effect of waste water on properties oof concrete

mini project civil engineering
effect of waste water on properties of concrete

1. “Effect of Waste Water on Properties of Concrete” Presented By 1.Vishwas Hadke 2.Pratiksha Thakre 3.Sujal Hedaao 4.Sujal Narnavre 5.Soham Under the Guidance of Shivani Singh Ass. Proff Department of Civil Engineering Session 2023-2024 Priyadarshani collage of Engineering & Technology, Nagpur Rashtrasant Tukadoji Maharaj Nagpur University, Nagpur  

2. CONTENTS Abstract Introduction Aim and Objectives Literature Review Methodology Experimental Work Result and Discussion Conclusion References Photographs 2

3. 3 ABSTRACT This study deals with the effect of different type of waste water on strength of concrete such as compressive strength with respect to Potable water. The waste water samples are collected from Textile Industry , Service Station & Domestic waste water. All water sample were tested for different parameter. Potable water was fully replaced with the Textile Industry, Service Station and Domestic Waste Water and result were compared. The test conducted is Compressive strength on concrete which is compared with the mix of M25 of potable water. This research study shows that Textile Industry waste water and Service Station can be used as mixing water in concrete as a replacement of Potable water in case of scarcity of water.

4. 4 INTRODUCTION Water is the most precious thing in the world. Concrete is the 2 nd most largest material used around the word & for production of concrete water is most important. Scarcity of water in India. To check the possibility of waste water as a mixing water in concrete. Wastewater can arise problem of pollution if it is not treated. Therefore, it is a attempt to check possibilities of using waste water as a mixing water in concrete.

5. 5 AIM & OBJECTIVE In our country various sources of water are available in different region, the main objective of this project is to obtained result on the use of treated waste water for the production of concrete. Potential use of different types of domestic and industrial waste water in concrete production. Many countries are suffering from scarcity of potable water, utilization of treated waste water creates good impact on environment. The primary aim of this project is to study the effect of different types of waste water during concrete mix for M25 grade of concrete.

6. 6 Sr. No Paper Title and its Author Details of Publication Findings 1 Effect of Primary Treated Waste Water In Concrete Mix - Puneeth H C, Naveen K Khatavkar International Journal of Current Engineering and Scientific Research The compressive strength result obtained from treated effluent showed an increase in 10.68% for 28 days compared to fresh water. 2 An Experimental Study on Reuse of Treated Waste Water in Concrete – Mr. Manjunatha . M International Journal of Latest Engineering Research and Applications The compressive strength of the concrete is increased by mixing treated waste water at the end of 7 days, workability of concrete is good. CRITICAL LITERATURE REVIEW

7. 7 Sr. No Paper Title and its Author Details of Publication Findings 3 Effect of using Wastewater on the Properties of High Strength Concrete - K. S. AL-JABRI Published by Elsevier Ltd. K.S. AL- JABRI et al. / Procedia Engineering 14 (2011) 370–376 The strength of concrete of the mixtures prepared using wastewater was comparable with the strength of the control mixture. Also, the water absorption of concrete is not affected when wastewater was used. 4 Effect of R.O. Waste Water on Properties of Concrete - G.Ganesh Naidu IJRTE, ISSN: 2277-3878, Volume-8 Issue-3, September 2019 The compressive strength of RO waste water concrete shows less strength at 28days compared to normal concrete. For the workability and hardened properties RO waste water exerts a good behavior. CRITICAL LITERATURE REVIEW

8. 8 METHODOLOGY Review of Literature ( 25 paper reviewed) Identification of research gap & research question Material required Collection of materials Testing of material Casting of cube and beam Curing of specimen for 3,7 & 28 days age period Testing of specimens for mechanical & durability properties Analysis of result Conclusion

9. 9 EXPERIMENTAL WORK Collection of waste water 1. Domestic Waste Water : Domestic waste water collected from nalha near Sonegaon lake. 2. Industrial waste water : Wastewater collected from Morarji Bremhna textile industry Butibori , Nagpur. 3. Garrage Waste water : Wastewater collected from Eichar Garage MIDC Nagpur. 4. Portable Water Collection of Materials 1. Cement (OPC) 53 Grade : 5 Bags (50kg/bag) 2. Sand : 500 kg 3. Aggregate : 10mm - 250 kg 20mm - 400 kg Cement, Sand, Fine and coarse aggregate are collected from local supplier.

10. 10 Material Testing : Wastewater tested for following parameter Ph Value Electrical Conductivity Total Dissolved Solids Suspended Solids Dissolved Oxygen BOD ( Biochemical Oxygen Demand ) COD ( Chemical Oxygen Demand ) Turbidity Total Hardness (as CaCO3) Total Alkalinity (as CaCO3) Chloride (as Cl) Sulphate (as SO4) Fluoride (as F) Nitrate (as NO3) Iron (as Fe) Carbonate ( as CaCo3) Bicarbonate ( as CaCo3)

11. 11 Waste water sample tested at Hydrology project division, Nagpur water quality lab level – 2 Nagpur 1.Service Station Waste Water sample 2.Textile industry waste water sample 3.Domastic waste water samle

12. 12 Casting of Cubes : Procedure for casting of cubes The Size of cube mould is 150mm 1. Take random samples from the M25 (1:1:2) mix design in a pan while concreting. 2. Pour concrete in the cubes, in 3 layers. 3. Compact each layer with 35 Nos, of strokes with the tamping rod. 4. Finish the top surface by trowel after compaction of the last layer. 5. After 24 hours, remove the specimen from the mould . 6. While removing, take care to avoid breaking of the edges. 7. Mark the cube with marker , serial no. and the date of casting. 8. Submerge the specimen in clean & fresh water until the time of testing. 9 . Test 3 specimens for 3 days curing, 3 specimens for 7 days curing & 3 specimens for 21 days curing.

13. 13 For casting of cubes we have taken four samples of water 1) Domestic waste water 2) Industrial waste water 3) Garrage waste water 4) Portable water i . After 3 days of curing 1st test should be conducted on 3 cubes of each sample. ii. After 7 days of curing 2nd test should be conducted on 3 cubes of each sample. iii. After 21 days of curing 3rd test should be conducted on 3 cubes of each sample. Cubes for 1 sample = 3 cubes Number of samples = 4 samples Therefore, Total no. of cubes for all samples = 48 cubes

14. 14 RESULT AND DISCUSSION Comparative Compressive Strength of Concrete Specimen Prepared Using Waste Water Sr.No Type of Water Compressive Strength ( ) 3 days 7days 28 days 1 Potable Water 18.44 21.15 31.11 2 Textile Industry Water 19.2 25.3 38.65 3 Domestic Waste 9.18 13.8 20.74 4 Service Station Waste 15.54 19.88 28.84 Sr.No Type of Water 3 days 7days 28 days 1 Potable Water 18.44 21.15 31.11 2 Textile Industry Water 19.2 25.3 38.65 3 Domestic Waste 9.18 13.8 20.74 4 Service Station Waste 15.54 19.88 28.84

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16. 16 At 3 days Curing Compressive Strength of Concrete Mix prepared with Textile Industry Waste Water increased by 0.01% when compared with Concrete Mix made with Potable Water. At 3 days Curing Compressive Strength of Concrete Mix prepared with Domestic Waste Water decreased by 0.09 % when compared with Concrete Mix made with Potable Water. At 3 days Curing Compressive Strength of Concrete Mix prepared with Service Station Waste Water decreased by 0.03 % when compared with Concrete Mix made with Potable Water. At 7 days Curing Compressive Strength of Concrete Mix prepared with Textile Industry Waste Water increase by 0.04 % when compared with Concrete Mix made with Potable Water. At 7 days Curing Compressive Strength of Concrete Mix prepared with Domestic Waste Water decreased by 0.08 % when compared with Concrete Mix made with Potable Water.

17. 17 At 7 days Curing Compressive Strength of Concrete Mix prepared with Service Station Waste Water decreased by 0.02 % when compared with Concrete Mix made with Potable Water. At 28 days Curing Compressive Strength of Concrete Mix prepared with Textile Industry Waste Water increased by 0.07 % when compared with Concrete Mix made with Potable Water. At 28 days Curing Compressive Strength of Concrete Mix prepared with Domestic Waste Water decreased by 0.11 % when compared with Concrete Mix made with Potable Water. At 28 days Curing Compressive Strength of Concrete Mix prepared with Service Station Waste Water decreased by 0.1 % when compared with Concrete Mix made with Potable Water.

18. 18 CONCLUSION Concrete prepared with Textile Industry waste water, shows compressive strength higher than concrete mix of Potable water. Concrete specimen of Service Station waste water shows, lower strength than Potable water, but not less than 90% which is acceptable as per Indian Standard. Concrete prepared with Domestic waste water, gives very lower compressive strength than Potable water. This research study shows that Textile Industry waste water and Service Station can be used as mixing water in concrete as a replacement of Potable water in case of scarcity of water. Using waste water as mixing water in concrete saves potable water which is need of era.

19. 19 REFERENCES R.Mohanapriya , C.Mohanasundaram , S.Sankar “Comparative Study On Effect Of Concrete Made With Textile Effluent And Ordinary Waste” South Asian Journal of Applied Sciences Vol.1 (2015) 28–31 Bharat Nagar, Prof V. P. Bhargava “Experimental Study On Effects Of Sludge Waste In Concrete” IJESRT, Nagar* et al., 5(10) : October, 2016 Shrilatha , Rohtih M, Puneeth H C, Naveen K Khatavkar “Effect Of Primary Treated Waste Water In Concrete Mix” IJCESR, ISSN (PRINT): 2393-8374, (ONLINE): 2394-0697, VOLUME- 4, ISSUE-8, 2017 Mr. Manjunatha.M , Mr. Dhanraj M R, “An Experimental Study on Reuse of Treated Waste Water in Concrete – A Sustainable Approach” IJLERA, ISSN: 2455-7137 Volume – 02, Issue – 07, July – 2017, PP – 124-132

20. 20 E.W. Gadzama , O.J. Ekele , V.E. Anametemfiok and A.U. Abubakar “Effects Of Sugar Factory Wastewater As Mixing Water On The Properties Of Normal Strength Concrete” International Journal of Science, Environment ISSN 2278-3687 (O) and Technology, Vol. 4, No 3, 2015, 813 Aamer N. Abbas a, Lubna M. Abd b, Muhannd W. Majeed c “Effect of Hospital Effluents and Sludge Wastewater on Foundations Produced from Different Types of Concrete” Civil Engineering Journal Vol. 5, No. 4, April, 2019 S.Arulkesavan , V.Jayabal , S.Purusothaman , J.Uma Maheshwaran & P.Vignesh “Experimental Study on Effect of Concrete Made with Textile Effluent and Treated Effluent Water” Global Journal of Researches in Engineering: E Civil And Structural Engineering Volume 17 Issue 1 Version 1.0 Year 2017 K. A. Olonade “A Review of The Effects Of Wastewater On Reinforced Concrete Structures In Nigeria” Nigerian Journal of Technology Vol. 35, No. 2, April 2016.

21. 21 G.Ganesh Naidu, M.Sri Durga Vara Prasad, U.Upendra Varma, S.Sandhya “Effect of R.O. Waste Water on Properties of Concrete” IJRTE, ISSN: 2277-3878, Volume-8 Issue-3, September 2019 K. S. AL-JABRI, A. H. AL-SAIDY, R. TAHA and A. J. AL-KEMYANI. “Effect of using Wastewater on the Properties of High Strength Concrete” The Twelfth East Asia-Pacific Conference on Structural Engineering and Construction. Published by Elsevier Ltd. K.S. AL- JABRI et al. / Procedia Engineering 14 (2011) 370–376 Nabil M.A. Al- Joulani , “Effect of Waste Water Type on Concrete Properties” International Journal of Applied Engineering Research ISSN 0973-4562 Volume 10, Number 19 (2015) pp 39865-39870 P. Rama Mohan Rao, S. M. K. Moinuddin And P. Jagadeesh “Effect Of Treated Waste Water On The Properties Of Hardened Concrete” Int. J. Chem. Sci.: 12(1), 2014, 155-162 ISSN 0972- 768X

22. 22 Uma.G , Rohan S Gurav “To study the effect of untreated kitchen wastewater on strength, workability characteristics of concrete as mixing and curing water’s” IJEDR 2018, Volume 6, Issue 3 | ISSN: 2321-9939 Mr. K. J. Kucche , Dr. S. S. Jamkar,Dr . P. A. Sadgir , “Quality of Water for Making Concrete: A Review of Literature” International Journal of Scientific and Research Publications, Volume 5, Issue 1, January 2015 ISSN 2250-3153 Amir Hossein Askariyeh “Investigating the Possibility of Using Recycled Industrial Wastewater Instead of Potable Water in Concrete Mixture” Int J Waste Resour , an open access journal Volume 9 , Issue 1 pp 362-366 Vijay H, “Reusing Treated Effluents for Making Concrete” IJLTEMAS, Volume VI, Issue I, January 2017 ISSN 2278-2540

23. 23 R Gajendiran , Dr.K.Thirumalai raja “Self-Healing of Wastewater Concrete Using Bacteria” IRJASH, Volume 02 Issue 07 July 2020. Pritam Patil, Prof. Rohan S Gurav , Prof. Brij Bhushan S, Prof. Maneeth P D “To Study the Effect of Untreated Algae, Kitchen and Garage Wastewater on Strength Characteristics of Concrete as Curing Water’s” IRJET, Volume: 02 Issue: 07 Oct-2015 Micheal M. Farouk, Mohamed H. Hegazy “Effect of using secondary treated wastewater in production and curing of concrete” J. Mater. Environ. Sci., 2020, Volume 11, Issue 9, Page 1493- 1502 Marcia Silva and Tarun R. Naik “Sustainable Use of Resources – Recycling of Sewage Treatment Plant Water in Concrete”

24. 24 Nabil M.A. Al- Joulani “Effect of Using Tertiary Treated Wastewater from Nablus Wastewater Treatment Plant (NWWTP), On Some Properties of Concrete” IJITEE, ISSN: 2278-3075, Volume-8, Issue-11, September 2019. Mr. Asif Rashid Shaikh, Dr. V. M. Inamdar “Study of Utilization of Waste Water in Concrete” IOSR-JMCE, e-ISSN: 2278-1684,p-ISSN: 2320-334X, Volume 13, Issue 4 Ver. II (Jul. - Aug. 2016), PP 105-108 Kushboo Meena, Salmabanu Luhar “Effect of waste water on properties of concrete” Journal of Building Engineering 21 DOI:10.1016/j.jobe.2018.10.003

25. 25 Water Collection From Domestic Waste PHOTOGRAPHS

26. 26 Water Collection From Textile Industry

27. 27 Water Collection From Garage

28. 28 Material Collections

29. 29 Casting Process

30. 30 Curing Process

31. THANK YOU