RAINWATER HARVESTING AND REDUCING WATER LOGGING PROBLEM BY USING PERMEABLE CONCRETE

Similar documents
Experimental Investigation on High Strength Pervious Concrete with Partial Replacement of Coarse Aggregate by Marble Aggregate

PERFORMANCE AND MANUFACTURING OF PERVIOUS CONCRETE

Evaluation of Structural Performance of Pervious Concrete in Construction

USE OF PERVIOUS CONCRETE FOR STORM WATER MANAGEMENT

Behavior of Pervious Concrete by Gradation Method,

TOP MIX PERMEABLE. The ideal concrete solution for surface and storm water management

Pervious Concrete and Construction

EVALUATION OF STRENGTH, PERMEABILITY AND VOID RATIO OF PERVIOUS CONCRETE WITH CHANGING W/C RATIO AND AGGREGATE SIZE

EXPERIMENTAL STUDY ON COMPRESSION STRENGTH VARIATION ON LOW GRADE AGGREGATES IN PERVIOUS CONCRETE

EXPERIMENTAL STUDY OF PERVIOUS CONCRETE WITH POLYPROPYLENE FIBER

Analysis on Mix Design of High Strength Concrete (M90)

Effectiveness of Pervious Concrete by Maintaining the Relationship between Porosity and Strength

Design of High Strength Concrete Mixes M60 and Investigation of its Strength Parameter

Laboratory Analysis of Fly Ash Mix Cement Concrete for Rigid Pavement.

Analysis on Mix Design of High Strength Concrete (HSC) using IS: and partial replacement of waste marble aggregates as coarse aggregate

Application of Pervious Concrete in Exploring Of Gravel and Coarse Aggregate

Analysis on Mix Design of High Strength Concrete (M100)

EXPERIMENTAL INVESTIGATION OF PERVIOUS CONCRETE WITH USE OF FLY ASH AND SILICA FUME AS ADMIXTURE

NATURAL POLYMER AS WATERPROOFING COMPOUND IN CEMENT CONCRETE

Evaluation of High Performance Concrete by Partial Replacement of Cement with Silica Fume Natural Sand and Manufactured Sand

Effect of Different Types of Coarse Aggregates on Physical Properties of Mostly Used Grades M20, M25, M30 of Concrete

STRENGTH AND DURABILITY PROPERTIES OF HIGH PERFORMANCE CONCRETE INCORPORATING SILICA FUME

EXPERIMENTAL INVESTIGATION ON CONCRETE WITH CERAMIC WASTE AS A PARTIAL REPLACEMENT OF FINE AGGREGATE

Development of Paver Blocks from Industrial Wastes

Utilization of Rice Husk Ash in concrete as cement replacement Harshit Varshney

Effect of Plastic and Fibers in No-Fine Concrete on Mechanical and Durability Properties

Fibre Reinforced Pervious Concrete Using Banana Fibre

A study on Mechanical Properties of Porous Concrete for its use in Low Traffic Volume Roads and Parking Areas in Muscat

RKDF Institute of science and Technology Bhopal, M.P., India

Steel fiber-reinforced pervious concrete for urban roads

Properties of Fly Ash It works as a water reducer, drying shrinkage,

STUDY OF MECHANICAL PROPERTIES OF HIGH PERFORMANCE CONCRETE USING SILICA FUME AND ROBO SAND

Study on Effect of Steel Dust on Strength Characteristics of Concrete

Partial Replacement of River Gravel with Crushed Granite to Determine the Optimum Compressive Strength of Concrete

STUDY ON MECHANICAL PROPERTIES OF CONCRETE USING SILICA FUME AND QUARTZ SAND AS REPLACEMENTS

STUDY OF MIX DESIGN FOR HIGH PERFORMANCE CONCRETE

Effect of Aggregate Grading and Cementitious Byproduct on Performance of Pervious Concrete

PERFORMANCE STUDY ON NO FINES CONCRETE

International Journal of Engineering and Techniques - Volume 4 Issue 3, May June 2018

(SJET) ISSN X

Bituminous mix design

To Improve Mechanical Properties of Concrete Paver Blocks

EXPERIMENTAL STUDY ON BACTERIAL RICE HUSK ASH CONCRETE BY INCORPORATING QUARRY DUST AS PARTIAL REPLACEMENT OF FINE AGGREGATE

A Study on the Influence of Mineral Admixtures in Cementitious System Containing Chemical Admixtures

EFFECT OF PARTIAL REPLACEMENT OF CEMENT BY SILICA FUMES ON MECHANICAL PROPERTIES OF CONCRETE

High Volume Fly Ash Concrete for Paver Blocks Som Nath Sachdeva, Vanita Aggarwal, S. M. Gupta

STUDY ON COMPRESSIVE STRENGTH OF PERVIOUS CONCRETE FOR UTILISATION AS PAVENENT

Appraisal of the Production and Properties of High Absorption Concrete (Pervious Concrete) in North Cyprus

AN EXPERIMENTAL STUDY ON PROPERTIES OF THE CONCRETE FOR REPLACEMENT OF SAND BY STONE WASTE FOR DIFFERENT TYPES OF CEMENT WITH CHEMICAL ADMIXTURE

A Study on the Effects of Different Water proofer on Compressive Strength of Concrete Cubes

The Influence of Metakaolin on the Modulus of Elasticity of Concrete

EFFECTS OF PARTIAL REPLACEMENT OF CEMENT WITH MARBLE POWDER ON PROPERTIES OF CONCRETE

USE OF FLY ASH, RICE HUSK ASH AND QUARRY DUST FOR MAKING GREEN CONCRETE

Effects of Partial Replacement of Cement with Marble Dust Powder on Properties of Concrete

Comparison of Flexible (Dense graded) & Porous (Open graded) asphalt surface course with stone dust as a filler in Marshal Mix design

Experimental Investigation on The Effect Of M-Sand In High Performance Concrete

Cost Analysis of Concrete by Partial Replacement of Cement with Pozzolanic Material

SK Sameer 1, S. Faisal 2, S. Rehan 3 Civil Engineering Department, Mumbai University

Experimental Investigation on Strength Parameters for Composite Concrete by Using Waste Glass Powder, Flyash Aggregate and M-Sand

Partial Replacement of Cement with Marble Dust and Fine Aggregate with Stone Dust

Study and Analysis of High Performance Concrete and Estimation of Concrete Strength

International Journal of Advance Engineering and Research Development ANALYSIS OF COMPRESSIVE STREGTH OF CONCRETE USING STEEL SCRAP

AN EXPERIMENTAL INVESTIGATION OF PARTIAL REPLACEMENT OF CEMENT USING MICRO SILICA AND FLY ASH IN PRODUCTION OF COCONUT SHELL CONCRETE

Experimental study on Smart Dynamic Concrete with PPF and comparing among SDC, SCC and Conventional Concrete

Performance of High Strength Concrete Prepared by Partially Replacing Fine Aggregate with Bottom Ash

Experimental Investigation on Self Compacting Concrete by Partial Replacement of Fine Aggregate with Quarry Dust and Cement with Fly Ash

COST EFFECTIVE COMPOSITE CONCRETE USING LIME SLUDGE, FLY ASH AND QUARRY SAND

Study On Recycled Waste Glass Fine Aggregate Concrete

Infiltration Trench Factsheet

Strength evaluation of concrete using Marble Powder and Waste Crushed Tile Aggregates

EFFECT OF PARTIAL REPLACEMENT OF SILICA FUME FOR CEMENT ON THE STRENGTH PARAMETERS OF PARTIALLY CINDER BASED LIGHT WEIGHT AGGREGATE CONCRETE

EXPERIMENTAL INVESTIGATION ON PARTIAL REPLACEMENT OF FINE AGGREGATE WITH SABBATH (CUDDAPAH STONE) STONE

EFFECT OF AGE OF CRUSHER SCREEN ON PROPERTIES OF CONCRETE

Paraprofessional Training Session 1

Strength Studies of Concrete by Partial Replacement of Natural Sand with Manufactured Sand

An Experimental Study on Crushed Glass Material for the Partial Replacement of Natural Sand in Concrete

Impact of Admixture and Rice Husk Ash in Concrete Mix Design

Innovative Use of Paper Industry Waste (Hypo Sludge) in Pervious Concrete

ENHANCING THE STRENGTH OF PERVIOUS CONCRETE USING POLYPROPYLENE FIBRE

Study of Mechanical and Durability Properties of High Performance Self Compacting Concrete with Varying Proportion of Alccofine and Fly Ash

STRENGTH PROPERTIES OF STEEL FIBER CONCRETE BY PARTIAL REPLACEMENT OF SILICA FUME

Strength Properties of Metakaolin Admixed Concrete

An Experimental Study on Partial Replacement of Cement by Ggbs and Natural Sand by Quarry Sand in Concrete

ISSN (PRINT): , (ONLINE): , VOLUME-5, ISSUE-5,

Properties of Porous Blocks Using Different Sizes of Coarse Aggregate for Pavement

Section 1 - Introduction

Experimental Study on Partial Replacement of cement by Fly Ash with Glass Fiber Reinforcement

Pervious Concrete Pavements. Mainstreaming Urban Water Conservation and Efficiency

Design Of High Performance Concrete By The Partial Replacement of Cement With Silica Fume using M60 Grade

Effect Of Curing Age On The Compressive Strength Of Concrete Made From Local Granite Chippings

June 27, 2012 Holly Galavotti U.S. EPA

Studies on properties of concrete with fluorescent waste glass powder

STRENGTH CHARACTERISTICS OF CONCRETE WITH WASHED BOTTOM ASH PARTIALLY REPLACED FOR FINE AGGREGATE

AN EXPERIMENTAL STUDY ON HIGH PERFORMANCE CONCRETE PARTIALLY REPLACING CEMENT AND FINE AGGREGATE WITH GGBS & ROBO SAND

EXPERIMENTAL INVESTIGATION IN DEVELOPMENT LOW COST CONCRETE BY USING BRICK POWDER AND QUARTZ DUST

COMPATIBILITY OF SUPERPLASTICIZER BS FUTURA PCX 107 WITH PPC CEMENT FOR M35 GRADE OF CONCRETE

EXPERIMENTAL INVESTIGATION ON EFFECT OF SILICA FUME OF COMPRESIVE AND TENSILE STRENGTH OF CONCRETE

Effect of silica fume on the resistance to chloride ion penetration in high performance concrete

A Study on Strength of Concrete by Partial Replacement of Cement with Metakaolin and Fine Aggregate with Stone Dust

Transcription:

RAINWATER HARVESTING AND REDUCING WATER LOGGING PROBLEM BY USING PERMEABLE CONCRETE C.R.Shah 1, R.A.Jadhav 2, S.S.Patil 3, A.C.Agrawal 4, S.N.Patil 5 and K.P.Sawant 6 1 Assistant Professor in Civil Engineering Department, Annasaheb Dange collage of Engineering And Technology, Ashta 2,3,4,5,6 UG Scholars, Civil Engineering Department, Annasaheb Dange collage of Engineering And Technology Ashta Abstract- Pervious concrete is a relatively a new concept for rural road pavement, with increase into the problem in rural area related to low ground level, first used in 1852 in residential walls in Europe when sand and other fine aggregates were not readily available. Previous concrete has introduced in rural road as a road pavement material. Previous concrete as a paving material has seen renewed interest due to its ability to allow water to flow through itself to store rain water and minimize storm water runoff. This introduction to pervious concrete pavements reviews its application and engineering properties, including environmental benefits, structural properties, and durability. In rural area cost consideration is the primary factor which must be kept in mind. So that in rural areas costly storm water management practices is not applicable. A previous concrete pavement is unique and effective means to meet growing environmental demands. By capturing rainwater and allowing it to seep in the ground and store the rain water. This pavements technology creates more efficient land use by eliminating the need for retention ponds, swells, and other costly storm water management devices. Keywords- Permeable Concrete, Casting Procedure, Mix Design, Strength of Pervious Concrete, Application of Pervious concrete, Model Making to Show its Application. I. INTRODUCTION Over a past few years cities and suburbs have become larger and densely populated. Area is used to be covered vegetation have now been replaced by infrastructure such as buildings, street, side blocks. The absence of this natural surface is greatly disrupted natural water cycle. The excessive use of impervious covering has left series with challenges of increase in runoff volume, back erosion flooding, and deputation of water poverty. Today this problems post considerable risk to the sustainable development of cities and suburbs. It series matter that day requires immediate attention and available solution. As we are civil engineer we are using more impervious covering on natural surfaces so that it s our responsibility to do something for society by finding out solution on these problems. Permeable is simple and lasting solution that imitates original hydrological conditions. Permeable concrete is special type of concrete with high porosity use for concrete flatwork application that allows water from precipitation and other resources to pass through it, thereby reducing the runoff from a site and recharging ground water levels. Permeable from tarmac offers a practical, cost effective, long-lasting, sustainable drainage solution that minimizes the risk of surface water flooding and improves water quality. Permeable can play a fundamental role in the majority of sustainable urban drainage system (suds) designs, providing a practical, long term answer to surface water flooding that can be implemented quickly and cost effectively. A few new fast draining concrete pavement solution, it rapidly directs excess water away from streets, parking surfaces, drive ways and walk ways. Unlike conventional concrete, it has a high void content of between 20 35%. This allows surface water to DOI:10.21884/IJMTER.2017.4097.NTQRQ 150

drain through in to the sub-strata and dissipate naturally, reducing the risk of surface water flooding and water course contamination. Permeable concrete is a concrete paving solution with improve permeability characteristics compare to convectional permeable concrete. Offering a porosity of up to 30% an average flow rate of 36000 mm/hr./m 2 with compressive flexural strengths of 10-20 N/mm 2 and 1.5-3 N/mm 2 respectively. A permeable solution offers significant benefits over traditional solutions. The combinations of trafficking surface and drainage system in a single element creates benefits in construction process and in construction and environmental costs. II. LITERATURE REVIEW Darshan S. Shah et al. Pervious Concrete: New Era For Rural Road Pavement (Aug 2013) International Journal of Engineering Trends and Technology (IJETT) Volume 4 PP 3495-3499 [1] In this paper Pervious concrete is a relatively new concept for rural road pavement, with increase into the problems in rural areas related to the low ground water level, agricultural problem. Pervious concrete has introduced in rural road as a road pavement material. Mr.V. R. Patil et al. Use of Pervious Concrete In Construction of Pavement For Improving Their Performance IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE) PP 54-56 [2] Our cities are being covered with building and the air-proof concrete road more and more. In addition, the environment of city is far from natural. Because of the lack of water permeability and air permeability of the common concrete pavement, the rainwater is not filtered underground. S.O. Ajamu et al. Evaluation of Structural Performance of Pervious Concrete in Construction [May 2012] International Journal of Engineering and Technology Volume 2 No. 5 PP-829-836 [3] In this paper permeability and strength of pervious concrete depend on the particle sizes and proportions of the constituent materials of which the concrete is made of. In this paper, structural property and permeability of pervious concrete made with different coarse aggregate sizes is presented. A.K. Jain et al. Effect Of Shape And Size Of Aggregate On Permeability Of Pervious Concrete [Dec 2011] Journal of Engineering Research and Studies PP- 48-51 [4], In This paper presents the laboratory results of the study undertaken to determine the effect of shapes and size of aggregates on permeability of pervious concrete. Shape of aggregate is measured in terms of their angularity number. Angularity or absence of rounding of the particles of an aggregate is an important property because it affects the porosity, surface area in contact with each other in the matrix of ingredients and ease of handling of a mixture of aggregate and binder. Alireza Joshaghani Mechanical Characteristic of Pervious Concrete Considering the Gradation and Size of Coarse Aggregates [September 2014] Research Journal of Environmental and Earth Sciences 6(9): 437-442 PP- 437-442 [5], In This Paper Pervious concrete is a kind of sustainable pavement with high permeability which is becoming more common as a storm water management. The purpose of this study was to investigate the effects of coarse aggregate on physical and mechanical properties of the pervious concrete such as density, strength, porosity and permeability at 7, 28, 56 days. III. OBJECTIVES 1. Rain water harvesting under pervious concrete. 2. Drain of water to avoid water logging and optimization of rain water. 3. To reduce problem with traditional surface water drainage system. 4. To minimize risk of surface water flooding. 5. Use of stored water for various purposes. (Farms, domestic use, small construction site) IV. METHODOLOGY 1. Collecting information about permeable concrete. @IJMTER-2017, All rights Reserved 151

- In this we came to know what is permeable concrete? Where it can be used? What are the technical properties of the permeable concrete and its casting procedure? 2. Selection of standard quality material. - Portland Pozzolana cement, Angular Aggregates, Domestic water and Admixture. (Silica Fume And Marble Dust) 3. Preparation of Mix design. Casting a cube of permeable concrete with various size of aggregates as per mix design. - For getting more permeable concrete we have used different aggregates size (20mm, 16mm, 12.5mm etc). We have reduced the aggregates size to get smooth surface and to get strength as desigened for M20 grade. For getting strength we used Admixture (Silica fume, Marble dust) 4. Test for compression strength- - We have made a cube of 150*150*150mm and made curing for 28 days after that we took test on compression testing machine. 5. Comparative statement of conventional concrete with permeable concrete. - Cost of permeable concrete is less than conventional concrete. (25-30% economical than conventional concrete) 6. Smart model making for showing its application for rain water harvesting. - These is a fully AutoNation box. We create a model of size (2ft* 1.5ft* 2ft) with base as an impermeable layer then boulders are used as sub-base layer. Also perforated pipe is used in that subbase layer for drainage purpose. On top layer permeable concrete is used. The water from the permeable concrete goes down and water is collected through the perforated pipe. That water can be stored and reused for various purposes. This type of concrete is more useful where there is less rain and it also can be used where there is heavy rainfall it can drain off up to 350-400 liters/min/square meter. And it also helps to reduce the runoff. The fig (4.1) below shows the model of permeable concrete. FIG 4.1 Permeable Concrete Model. V. MATERIAL REQUIRED FOR PERVIOUS CONCRETE Cement:- Portland Pozzolana Cement (PPC). PPC is manufactured by the intergrinding of OPC clinker with 10 to 25% of pozzolanic material. Specific Gravity 2.85 Coarse Aggregates:- Size 12.5mm. Angular Aggregates, Specific Gravity 2.75 Water:- Domestic water. @IJMTER-2017, All rights Reserved 152

Admixture:- Silica fume, Marble dust. International Journal of Modern Trends in Engineering and Research (IJMTER) VI. MIX DESIGN Mix Design Type:- Indian Standard. Proportion:- Cement : Water Content : Coarse Aggregate 1 : 0.36 : 2.70 VII. APPLICATION 1. This type of concrete can be used in the parking area from where water can be stored in the storage tank and then can be used for gardening, car washing etc. 2. It can be also used in the courtyard in front of home as well as lawns. 3. It is used on the boundaries of swimming pools the water coming out from pool is again stored in the pool. 4. It can be used in Pedestrian and Tennis court. VIII. ADVANTAGES 1. Permeable concrete is evacuate water faster than conventional concrete. 2. Storm water management and Environmental management are done by using permeable concrete. 3. Cost of permeable concrete is less as compare to conventional concrete. VIII. TEST RESULT ANALYSIS Compression Test:-Cubes of 150*150*150mm. We have prepared 3 cubes with the proportion as given above of cement, coarse aggregates, water. We have adopted the I.S standard for mixing the proportion, transporting, placing, compaction, curing for 28 days. As admixture we have used marble dust. Following table shows compressive strength of permeable concrete:- Cube No Cube Size Compressive strength (N/mm 2 ) 1 21.31 2 150mm X 150mm X150mm 27.16 3 24.7 Average 24.39 @IJMTER-2017, All rights Reserved 153

IX. CONCLUSION Camparative statement betweeen Permeable concrete and conventional concrete:- 1. As there is no use of fine aggreagtes in permeable concrete, so the cost of permable concrete is less as compared to conventional concrete. ( 25-30% less) 2. For strength purpose in permable concrte we use marble dust as a admixture which is economical. 3. As compared to conventional concrete water drains out quickly in permabale concrete and avoid water logging problem which we face during heavy rainfall especially in metro politan cites. 4. As compared to conventional concrete the surface of permable concrete is less smooth but to get more smoothness we can use paving blocks on the surface of permable concrete. REFRENCENCE [1] A.K. Jain et al. Effect Of Shape And Size Of Aggregate On Permeability Of Pervious Concrete [Dec 2011] Journal of Engineering Research and Studies PP- 48-51 [2] Alireza Joshaghani Mechanical Characteristic of Pervious Concrete Considering the Gradation and Size of Coarse Aggregates [September 2014] Research Journal of Environmental and Earth Sciences 6(9): 437-442 PP- 437-442 [3] Prof M.S Shetty on Concrete Technology For mix design of Concrete. [4] Darshan S. Shah et al. Pervious Concrete: New Era For Rural Road Pavement (Aug 2013) International Journal of Engineering Trends and Technology (IJETT) Volume 4 PP 3495-3499 [5] IS CODE 456:2002- For Mix Design [6] Highway Engineering By C.E.G.Justto & S.K.Khanna To find properties of aggregate. [7] Mr.V. R. Patil et al. Use of Pervious Concrete In Construction of Pavement For Improving Their Performance IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE) PP 54-56 [8] Science direct & American Society of civil Engineering To find Paper & Journls [9] S.O. Ajamu et al. Evaluation of Structural Performance of Pervious Concrete in Construction [May 2012] International Journal of Engineering and Technology Volume 2 No. 5 PP-829-836 @IJMTER-2017, All rights Reserved 154