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Total: 5217

Sn	Title	Abstract	Full Text
1	Utilization of Advance Geopolymer in Concrete: A Review	Abstract	Full Text
2	Life Cycle Cost Analysis and Designing	Abstract	Full Text
3	Underground City Suitable Site Selection at Bandar Abbas City, Southern Iran	Abstract	Full Text
4	Planning, Estimation, Costing, and Scheduling of Commercial Building using MS Project	Abstract	Full Text
5	Analysis of Critical Success Factors for Metro Construction Projects in India	Abstract	Full Text
6	Outcome-based Education for Engineering Education: Challenges and Implementation Strategies in Nigerian Context	Abstract	Full Text
7	Study of Strong-Column Weak-Beam Concept on Seismic Capacity of Buildings of Varying Heights	Abstract	Full Text
8	Revitalization of the Quality Engineering Education in Nigeria: Special attention to Funding and Implementation Strategies	Abstract	Full Text
9	Optimization of Compressive Strength of Snail Shell Ash Blended Cement Concrete	Abstract	Full Text
10	Mathematical Model for the Predictionof Compressive Strength of High Performance Concrete (HPC) Containing Saw Dust Ash and Superplasticizer	Abstract	Full Text
11	Experimental Study of Replacement of VSI Sand by Sea Sand in Concrete	Abstract	Full Text
12	Awareness of Total Quality Management and Extent Used in Construction Projects	Abstract	Full Text
13	Impact of Sugarcane Molasses on Compressive Strength and Workability	Abstract	Full Text
14	Study on Rural Infrastructure availability and wellbeing in Karisalkulam Village	Abstract	Full Text
15	A study on C, H and L type prismatic buildings for Synoptic wind flow.	Abstract	Full Text
16	Clash Detection in Appropriate Technology Building Using Building Information Modelling (BIM)	Abstract	Full Text
17	Determination of the optimum magnetic exposure time for magnetic water concrete	Abstract	Full Text
18	Implementation of Airport Construction Management	Abstract	Full Text
19	Design and Construction of an Excavation Supported by Temporary Soldier-Pile Wall for Urban Road Corridor	Abstract	Full Text
20	NIGERIAN PUBLIC PROCUREMENT ACTS AND PROFESSIONALISM: AN ENGINEERING PERSPECTIVE FOR OPTIMAL PERFORMANCE	Abstract	Full Text
21	Selection of effective formwork system using multi criteria decision making analysis	Abstract	Full Text
22	Analysis of Political Risks Affecting International Construction projects in Malaysia	Abstract	Full Text
23	Strain-based Fatigue Test of Woven Glass-Epoxy Fabric Composites	Abstract	Full Text
24	Identification of KPIs in Construction Industry: A Review	Abstract	Full Text
25	To Study Mechanical Properties of Concrete by Using Industrial Waste Material	Abstract	Full Text
26	To Study About Use of Plastic Waste in Flexible Road Construction	Abstract	Full Text
27	Bidding Strategy for Building Projects Based on Game Theory	Abstract	Full Text
28	Compressive Strength, Water Absorption and Temperature Effects on Partial Replacing Cement with GGBS, Micro Silica and Fly Ash	Abstract	Full Text
29	EFFECT OF SUPERVISION ON PRODUCTIVITY OF CONSTRUCTION INDUSTRY IN NIGERIA	Abstract	Full Text
30	The Role of Off-Site Construction Technology in Building Construction Industry	Abstract	Full Text
31	Analysis and Design of Timber Box Beams Using VlasovÔÇÖs Theory	Abstract	Full Text
32	Simulation Models for Flexural and Compressive Strength of Concrete Using Waste Glass as Partial Replacement.	Abstract	Full Text
33	Strength and Durability Characteristics of Stabilized Compressed Laterite Soil Bricks	Abstract	Full Text
34	Monitoring Fungi Transport Influenced by Heterogeneous Porous Sand Gravel Formation in Coastal Area of Port Harcourt	Abstract	Full Text
35	Predictive Model to Monitor the Rate of Dissolved Nitrogen Influenced by Void Ratio in Silty and Gravel Bed Formation in Coastal Area of Warri Delta State of Nigeria	Abstract	Full Text
36	An Analysis of Effect of Eccentricity on Design of Isolated Footings	Abstract	Full Text
37	Analysis and Design of Multi-Storey (G+2) Building	Abstract	Full Text
38	Peri-implant Inflammation Defined by the ImplantÔÇôAbutment Interface	Abstract	Full Text
39	Reuse of Building Material	Abstract	Full Text
40	Study of the Effect of Water Retarding Concrete Admixtures on the Properties of Concrete	Abstract	Full Text
41	A Review on Earthquake Resistant Low-Cost Construction Techniques	Abstract	Full Text
42	Self-Healing of Concrete	Abstract	Full Text
43	Study on the Effects of Polypropylene Fiber in Concrete Paver Blocks	Abstract	Full Text
44	Business Process Re-engineering-Re-Aligning Processes for Market Leadership in Changing Business Environment	Abstract	Full Text
45	Identifying and Assessing the Usefulness and Validity of 6D and 7D BIM in Construction Practices	Abstract	Full Text
46	Correlation Between CBR Values and Index Properties of Soils	Abstract	Full Text
47	Stabilization of Landslide Affected Soil Using Silica Fume Glass Fiber Powder and Sodium Silicate	Abstract	Full Text
48	Effect of Opening Shapes and Sizes on the Gravity Dam	Abstract	Full Text
49	A Study on Mechanical Properties and Fracture Behavior of Chopped Fiber Reinforced Self-Compacting Concrete	Abstract	Full Text
50	Evaluation of Strength in Natural Bricks by Using Mineral Admixtures	Abstract	Full Text
51	Retrofitting of Existing Building by Concrete Jacketing	Abstract	Full Text
52	Self-Curing of Concrete Incorporated with Polyethylene Glycol	Abstract	Full Text
53	Performance of Temperature on Compressive and Shear Strength of High Strength Fiber Reinforced Concrete	Abstract	Full Text
54	Study and Characterisitics of Different GVF Profile of Rectangular Channel	Abstract	Full Text
55	Vacuum Dewatering During Concreting: Modern Construction Method	Abstract	Full Text
56	Study of Shear Strength Behaviour of Soil With Kaolinite Mixture	Abstract	Full Text
57	Evaluation of Challenges to Women Participation in the Nigeria Construction Industry	Abstract	Full Text
58	Isolation Technique in Bridge, Building	Abstract	Full Text
59	Energy Conservation in Building Construction	Abstract	Full Text
60	Analysis of Flat Slab by MATLAB Coding	Abstract	Full Text
61	Management of Technology ÔÇôTheory and Practice	Abstract	Full Text
62	Analysis of various thicknesses of Shear Wall with Opening and without Opening and their Percentage Reinforcement	Abstract	Full Text
63	Evaluation of Manpower Training and Development in Nigeria Construction Industry	Abstract	Full Text
64	Sustainable Contractual Disputes in Managing Construction Project	Abstract	Full Text
65	Sustainable Management of Construction Claims; Types, Causes and Settlements	Abstract	Full Text
66	Study of RC Framed Building in Different Siesmic Zones for Economic Consideration	Abstract	Full Text
67	Runway Orientation Problems ÔÇô A Case Study of Middle Euphrates International Airport MEIA	Abstract	Full Text
68	Construction ClaimsÔÇÖ Impacts on Project Performance Baselines	Abstract	Full Text
69	Using Pavement Automated Monitoring System in Prioritization of Maintenance Decisions	Abstract	Full Text
70	Effect of Data Length on Estimation of Probable Maximum Precipitation Using Hershfield Method	Abstract	Full Text
71	Assessment and Prediction of Groundwater for Irrigational Suitability	Abstract	Full Text
72	Rainfall Runoff Analysis for Mithi River to Estimate Flood	Abstract	Full Text
73	Strategic Plans for Handling Water Quality Issues in Nigeria: A Case Study of Lagos State	Abstract	Full Text
74	Innovative Solutions to Water Supply Challenges through Water Sanitation and Hygiene Practices in Nigeria	Abstract	Full Text
75	Tomato (Lycopersicon Esculentum Mill.) Yield and Yield Component Evaluation using Bottle Drip Irrigation in Yabello District, Southern Ethiopia	Abstract	Full Text
76	Simulation Models to Estimate Annual Runoff Volume in different Characteristics Soil Formation	Abstract	Full Text
77	Prediction of Rainfall Using MLP and RBF Networks for Monsoon and Post-Monsoon Seasons of Pune and Mahabaleshwar Regions	Abstract	Full Text
78	Seepage and Slope Stability Analysis of Earthen Dam: A Case Study of Lebu Dam, Ethiopia	Abstract	Full Text
79	Intercomparison of Peak Flood Discharge Estimates Using Normal, Gamma and Extreme Value Families of Distributions	Abstract	Full Text
80	Analysis of Groundwater Quality Karnal and Kurukshetra Districts of Haryana for Irrigation Purpose	Abstract	Full Text
81	Hydrological Response of Land Use Land Cover Change on Stream Flow of Anger Watershed, Blue Nile Basin, Ethiopia	Abstract	Full Text
82	Evaluation of Hydraulic Performance: A Case Study of Etana Small Scale Irrigation Scheme: Wolaita Zone, Ethiopia	Abstract	Full Text
83	Selection of Best Fit Probability Distribution for Estimation of Peak Flood using Qualitative and Quantitative Assessments	Abstract	Full Text
84	Evaluation of Hydrodynamic Characteristics of Quarter Circular Breakwater by RBF Network and Regression Models	Abstract	Full Text
85	Water QUALITY ANALYSIS AND REMEDIAL MEASURE FOR NEAR BY VILLAGE WAGHOLI (DOMKHEL VASTI)	Abstract	Full Text
86	A Comparative Study on Gumbel and LP3 Probability Distributions for Estimation of Extreme Rainfall	Abstract	Full Text
87	Flood Hazard Analysis on Dulecha Woreda Located in Middle Awash River Basin	Abstract	Full Text
88	Effect of Circular Polyimide Micropillars on Surface-Driven Capillary Flow of Dyed Working Liquids inside the SU-8 based Glass Microfluidic Devices	Abstract	Full Text
89	Modeling legionella spp pressured by two dimensional variation of velocityand horizontal transverse dispersion in udi creek	Abstract	Full Text
90	Predictive Model to Monitor Dissolved Oxygen Deficit and Velocity Variation Influenceon Mycoplasima Transport in Choba River	Abstract	Full Text
91	DETERMINATION OF MEAN VELOCITY OF FLOW USING FINITE DIFFERENCE METHOD	Abstract	Full Text
92	DRIP IRRIGATION BY RECYCLING WASTEWATER	Abstract	Full Text
93	Challenges in implementing an Opportunistic Adaptation approach in Bangkok	Abstract	Full Text
94	Influence of land use changes on Urban flooding – Case study of Bangalore city, India	Abstract	Full Text
95	Hydrodynamic Modeling for contaminant spills Case study: Nile River – Upper Egypt	Abstract	Full Text
96	Decision tree method (Flexibility in adaptation – FIA) for evaluating the flexibility of flood risk adaptation options in Lad Krabang, Thailand	Abstract	Full Text
97	Application of Surface Water Quality Classification Models Using Principal Components Analysis and Cluster Analysis	Abstract	Full Text
98	Comparison of Mean Depth of Flow Obtained by Maximum Permissible Velocity and AdamÔÇôBasforth Method	Abstract	Full Text
99	Analysis of Economical Design of RCC Water Tanks	Abstract	Full Text
100	Economical Size of Over Head Tanks	Abstract	Full Text

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Molasses used as admixture increase the workability, it is a by-product of sugar industry. In this study, mechanical property such as compressive strength and workability of concrete adding fly ash and sugarcane molasses has been investigated. Adding the molasses in concrete increase the compressive strength, delay the initial and final setting time, reduced the bleeding and segregation of concrete and decrease the W/C ratio. The compressive strength test results showed significant strength gain at all ages for 0.15% dosage molasses but peaks at 43.24% at 28 days. Effect of molasses with concentrations of 0.1%, 0.15%, 0.2% and 0.25% by weight of cement, cured at 7, 28 and 56 days were examined. The slump values were observed to increase linearly with increase in dosage of molasses from 0.1% to 0.25% respectively.

┬á

Keywords: Admixture, Compressive Strength, Molasses, Retardation, Slump, Workability

┬á

Cite this Article: Jalindar Dawkar, Vaibhav Chavan, Govind Dake. Impact of Sugarcane Molasses on Compressive Strength and Workability. International Journal of Construction Engineering and Planning. 2020; 6(1): 1ÔÇô5p.

Rural development is the process of developing rural areas through improving the quality of living for rural people. Development not only means technology and education but also gaining and accepting ability of culture to adopt the new era to compete with the outer world. The planning and strategies for rural development are mainly concerned with Gram Panchyats, schools, higher educational institutes, industries and labor needs. The aim of this study is to analyze the current situation in the rural study area, to address the reason that hinders the development in the area under study┬á and to formulate strategies for the improvement of life of people in a ways to provide┬á employability, transportation facilities, energy requirements, water supply, sanitation, health care services and public awareness for the people. The government policies, strategies and planning process play a significant role in rural development. Rural areas need improvement in non-farming sectors as drought and water scarcity are in hike now a days. Rural infrastructure is not just temporary process but it is a life time cycle of providing facilities and services to rural people for sustainable development. Rural India have different perspectives than urban, growth happens automatically in urban areas where as in rural areas initiatives and policies are required for development. Hence the major objective of this paper in the ways of rural development is to understand the ground level basic issues in the study area, to resolve them according to the situations present and to find the approaches and ways to resolve the current issues that hinders their development.

┬á

Keywords: Rural infrastructure, livelihood, situation analysis, socio-economic condition, policies, facilities

Keywords: Clash detection, Building Information Modeling, Architectural Model, Structural Model, MEP Model.

Estimation of extreme rainfall for a given return period has utmost importance for planning, design and management of hydraulic and other civil structures in a region. This can be achieved by Extreme Value Analysis (EVA) that involves fitting of probability distributions to the annual maximum series of rainfall. This paper details a study on EVA of hourly and daily rainfall for Santacruz and Colaba sites by adopting Gumbel and Log Pearson Type-3 (LP3) probability distributions. Parameters of the distributions are determined by maximum likelihood method and used for estimation of rainfall. Goodness-of-Fit (GoF) and diagnostic tests are applied for quantitative assessment whereas the qualitative assessment is made through fitted curves of the estimated values. Anderson-Darling GoF test is applied for checking the adequacy of fitting of probability distributions adopted in EVA of rainfall. The selection of best suitable distribution for estimation of rainfall is evaluated by diagnostic test through model performance indicators viz., correlation coefficient, model efficiency and root mean squared error. The outcome of the study indicates that LP3 distribution could be used for design purposes by considering the risk involved in the operation and management of hydraulic structures.

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Keywords: Anderson-Darling, correlation coefficient, Gumbel, Log Pearson Type-3, maximum likelihood method, mean squared error, model efficiency, rainfall

Flood is a natural disaster and causes loss of life and property damage. Awash River is causing damage of farm land and other properties at Dulecha Woreda as it is located at flood plain area. The objective of the study is to analyze flood hazard of Dulecha Woreda located in Middle Awash River Basin. The hydrological modeling in combination with hydraulic modeling is used for this study. The HEC-HMS model simulated runoff for the storm event of 14^th July 1996 and 25^th August 2008 were respectively found to be 448.9 m³/s and 461.8 m³/s during calibration and validation period. HEC-HMS generated results during calibration and validation were used as input of unsteady flow analysis in HEC-RAS model. The hydraulic model calibration is performed with observed stage data after estimating representative ManningÔÇÖs ÔÇ£nÔÇØ for the study area. ManningÔÇÖs roughness coefficient ÔÇÿnÔÇÖ of 0.045 and 0.055 produced the best fit against the observed data for the river main channel and flood plain respectively and used for validation of HEC-RAS model. The flood inundation depth and area exported from HEC-RAS simulation of RAS Mapper has been processed by ArcGIS for further analysis of flood inundation map. The generated inundation map is the model prediction for the peak flow of year 2008 which is obtained from rainfall depth of 130.5 mm. The flood hazard extent which is obtained for 25-Aug-08 (0.001ÔÇô3.51m) gave the maximum flood depth 3.51 m. Both structural and non-structural mitigation measures are recommended for the study area.

┬á

Keywords:flood inundation mapping, flood depth, HEC-HMS; HEC-RAS, ArcGIS

Cite this Article: Abeya Lencha, Fitsum Tesfaye. Flood Hazard Analysis on Dulecha Woreda Located in Middle Awash River Basin. International Journal of Water Resources Engineering. 2020; 6(1): 47ÔÇô66p.

This study carried out was to monitor the transport system of Legionella in Udi creek.The rate of Legionella was determined through microbial analysis investigated at different location in the study environment.The contaminants was observed to be predominant in the creek.This condition implies that there will be serious illness since the human settlers collect waterfrom the creek for their every domestic activities.Monitoring the rate of pollution from Legionella becomes imperative based on these factors.Predictive techniques was applied in the study to generated predictive model.This application generated predictive values from model simulation, the predictive valuesexperienced fluctuation in all the figures.This implies that there aresome factors that could pressure the transport growth rate of the system.Velocity of flows was observed to generated several variations at different locations.The reflection of this parameter was observed in the growth rate of concentration inall the figures.The variations express vacillation based on the influenced from velocity variation of flows.The study experienced pressure from the rate of spread, the transverse dispersion experienced variation that was observed to affect the transport of the microbes in the creek.The study is imperative because it has determined the growth rate of the microbes in the creek, validation of the model were carried out using the experimental values, and both parameters express some levelofbest fit correlations.

┬á

Keywords:modeling, Legionella spp., two-dimensional, velocity and transverse dispersion

This paper expressed various impacts from oxygen and river velocity on the transport of Mycoplasima in Choba River. The study monitor the impact of these two parameters at different pointsource of waste discharge in the River, other parameterswere integrated, but were not considered significant, since there rate of impact were not determined in the study location. The two considered parameters were applied in the system to determined their direct rate of influence on decrease rate of Mycoplasima in the river, such conditions were applied to monitor the variation of concentration at various station pointof discharge, the generated predictive values range from 0.590618514ÔÇô0.029560834, 0.747384234ÔÇô0.037407059, 0.810200405ÔÇô0.037407059, 0.890048365ÔÇô0.04454749, 0.595196952ÔÇô0.029789988, 0.453265371ÔÇô0.022686222 and0.2884416ÔÇô0.014436686.The study applying modeling techniques generated derived simulation values from the model, the generated values experienced decrease with respect to increase in distance at different station,model validation were carried out between the predictive and experimental values. The study wasable todetermine other influential variables that directly determined the declined rate of the concentration in different station points; the study has also evaluated the rate of Mycoplasima concentration in the river.

┬á

Keywords: predictive oxygen, velocity, Mycoplasima,transport, dissolved oxygen

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