Abstract:

One of the major concentrations of geotechnical building, establishment designing and soil mechanics is to make the dirt whereupon each polite designing undertaking is established more perfect and one that meets the prerequisites of each considerate development.

This method is known as soil adjustment or change. The present survey paper tries to convey to spotlight that dirt adjustment or soil alteration techniques and basically thinks about the benefit of one over another.

This will help specialists and geotechnical builds in making and looking over numerous adjustment techniques in light of materials accessible.

From the prior, it has been built up from past geophysical reviews throughout the years that mechanical adjustment procedure of soil is the best soil adjustment technique in some countries today as a result of its accessibility and moderateness.

Thus, the present work educates constructors on the advantages with respect to picking mechanical adjustment technique over the others.

Watchwords: soil change, relative audit, geotechnical building, establishment designing, mechanical adjustment.

ABSTRACT :

Environmental change, consciousness of vitality effectiveness, new patterns in power advertises, the outdated nature of the genuine power demonstrate, and the slow transformation of shoppers to prosumer profiles are the fundamental specialists of dynamic change in power frameworks towards the Smart Grid worldview.

The presentation of various circulated era and capacity assets, with a solid association of sustainable power sources, uncovered the need of cutting edge metering or Smart Metering frameworks, ready to oversee and control those appropriated assets.

Because of the heterogeneity of the Smart Metering frameworks and the particular elements of every matrix, it is anything but difficult to discover in the related writing an extensive variety of arrangements with various elements.

This work depicts the key components in a Smart Metering framework and incorporates the most utilized advances and guidelines and additionally their primary elements.

Since Smart Metering frameworks can perform together with different exercises, these developing activities are likewise tended to. At long last, an update of the principle drifts in Smart Metering uses and organizations worldwide is incorporated.

Watchwords: correspondence innovations; power lattices; brilliant framework; Smart Metering

Abstract: With the advancement of the street business and developing movement on streets, development materials have likewise been developed and that’s only the tip of the iceberg  offbeat fixings have been joined.

The justifications was the shortage of customary characteristic materials and the endangered condition which have supported the inclination towards assessment different materials assets to be joined in the street business.

The incorporation of such materials involves a few auxiliary and tertiary materials. A few waste by-items and materials have been  examined, surveyed, assessed for uses and polished in the field. Contingent upon the properties of the qualities of the  reused material, the consideration shifts.

Some reused material have been demonstrated to have ideal properties over the other and have  performed attractively in the field. In any case, there are various concerns with respect to such consolidation in light of both lab  exploratory, and field perceptions which have ended up being of the quintessence for further top to bottom reviews.

Recovered black-top asphalt,  reused solid totals, plastic squanders, scrap tires, mine squanders, reused squashed glass, foundry sand, coal ignition items as  fly powder, base fiery debris, and lake cinder, steel slag, oil sand, oil shale sand, lateritic soil, are in the midst of the extensive rundown.

It is trusted that radiant  protection of common and valuable assets would be achieved from the consideration of optional and tertiary materials in street development. In any case, without thorough collaboration between the scholarly community and the business and teaching individuals who are in routinely interface with clearing exercises, a few execution related issues would not be settled and would stay in presence.

This Use of Recycled Materials in Road Construction paper show a writing survey give an account of the most reasonable reused materials presently by and by the business and it points towards creating  a respectable thought on better incorporation of a reused material in the street business

Keywords: Asphalt pavements – Aggregates – Asphalt binder – Recycling – Waste by-products.

These are the below B.Tech & M.tech Civil Engineering Projects developed under design and ansys Structural Engineering category. Our Experienced Faculty will guide you to complete your project.

 B.Tech Design projects

1.    Design of single lane road bridge deck slab having a clear span of 1- 4meters

2.    Design of single lane road bridge deck slab having a clear span of 5 meters

3.    Hydraulic design of under tunnel

4.    Design of single lane road bridge deck slab having a clear span of 6 meters

5.    Hydraulic design of Cross regulator

6.    Design of double lane road bridge deck slab having a clear span of 3 meters

7.    Hydraulic design of Super passage

8.    Design of single lane road bridge deck slab having a clear span of 7 meters

9.    Analysis of G+2 building using Moment distribution method (MDM)

10.    Design of single lane road bridge deck slab having a clear span of 8 meters

11.    Design of single lane road bridge deck slab having a clear span of 9 meters

12.    Analysis of G+2 building using Slope deflection method (SDM)

13.    Design of single lane road bridge deck slab having a clear span of 10 meters

14.    Design of double lane road bridge deck slab having a clear span of 3 meters

15.    Analysis of G+5 Building using Moment distribution method ( MDM)

16.    Design of double lane road bridge deck slab having a clear span of 4 meters

17.    Design of double lane road bridge deck slab having a clear span of 5 meters

18.    Analysis and design of box culvert of single meter
 
19.    Design of double lane road bridge deck slab having a clear span of 6 meters

20.    Design of double lane road bridge deck slab having a clear span of 7 meters

21.    Analysis and design of box culvert of three meters

22.    Design of double lane road bridge deck slab having a clear span of 8 meters

23.    Design of double lane road bridge deck slab having a clear span of 9 meters

24.    Rate analysis and estimation of B.T. roads

25.    Design of double lane road bridge deck slab having a clear span of 10 meters

26.    Design of retaining walls using coulombs theory

27.    Analysis of G+5 Building using Slope Deflection method (SDM)

28.    Rate analysis and estimation and quantities of multi-storied buildings

29.    Analysis and design of box culvert of two meters

30.    Rate analysis and estimation of C.C Roads

31.    Design of retaining walls using modified coulombs theory.

32.    Design of sub structure with different shapes of piers.

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 M.Tech Civil Engineering Design Projects

1.    Analysis and Design of Earth DAM

2.    Analysis and Design of Gravity DAM

3.    Design of deep Foundation ( pile foundation ,well foundation)

4.    Design of Shallow foundation

5.    Design of mix design of concrete

6.    Analysis and design of R.C.C Building with Estimation And costing

7.    Analysis and design of Building subjected to Seismic force

8.    Analysis and Design of G+5 residential building using Slope defection method (SDM)

9.    Analysis and design of Building subjected to Wind force

10.    Concrete Technology

11.    Analysis and design of Over head water tank

12.    Analysis and design of Isolated and Combined footings

13.    Design of Raft Foundation

14.    Analysis of G+5 Building using Moment distribution method ( MDM)

15.    Basics of Structural engineering

1.     Calculation of various loads by using IS Codes
2.     Calculation of Shear Force and Bending Moments
3.     Load Combinations
4.     Determining the dimensions of Beams , Slabs, Columns and Footings based up on the calculated loads
5.     Design of RCC Beams, Slabs, Columns ,Footings & Stair Case by using IS Codes

16.    Analysis and design of high embankment using Swedish slip circle method using of IS codes

17.    Design of Single lane road bridge (SLRB) with raft foundation

18.    Design of T-Beam Girder Bridge with isolated footing.

19.    Design of Pre Stressed concrete girder bridge

20.    Design of Gravity DAM

21.    Design of Double lane road bridge (DLRB) with raft foundation

22.    Analysis of G+2 building using Moment distribution method (MDM)

23.    Design of Single lane road bridge (SLRB) with pile foundation

24.    Design of counter fort retaining walls for SLRB’s

25.    Design of RCC tangled pier for bridge

26.    Design of PCC vertical pier for Bridge

27.    Design of regulator with raft Foundation

28.    Design of SLRB with cracked and uncracked section

29.    Analysis & design of G+2 building using Slope deflection method (SDM)

30.    Design of Double lane road bridge (DLRB) using pile foundation

Note: All Designs would be done manually…

Contact us for more details.

Latest Civil Engineering Projects for Diploma, B.Tech and M.Tech Students. All These Projects are under RCC Designing, Steel Designing, Prestressed concrete structures design, Staad Pro/E-Tab Based, Transportation Engineering, Environmental engineering, Construction & Estimation Projects, Concrete technology, Geotechnical engineering, Water resources engineering.

4 types of Civil Engineering Projects

1. Projects are related to field
2. Projects are related to Concrete technology
3. Projects are related to Design i) manual ii) using of Staad pro
4. Projects are related to transportation

Projects are related to field :

1. Observation and report of entire project related to field.
2. Estimation and costing of residential building with using of field knowledge
3. Project work related to substructure laying
4. Causes prevention and repair of cracks in building
5. Construction and estimations of commercial building

Projects are related to Concrete technology:

1. Fibre reinforced concrete
2. High performance self composting concrete
3. Light weight concrete
4. Concrete mix design using Indian codes
5. Geo polymer concrete
6. Replacement of cement by using of fly ash in concrete
7. Manufacture testing of Fly ash brick
8. Strength and sorpitivity of geo polymer concrete
9. Stabilization of soil by using different stabilizers
10. Repair and rehabitation technique on concrete
11. Durability tests on Self compacting concrete
12. Study of physical & mechanical properties of foamed concrete
13. Effect of sea water for mixing & curing of structural concrete

Projects are related to Design:

Manual:

1. Design and analysis of multi storied commercial building
2. Design and analysis of residential villa
3. R.C.C Bridge slab design
4. Hydraulic design of Cross regulator
5. Analysis of design of G+5 building
6. Design of sub structure with different shapes of pears
7. Hydraulic deign of under tunnel
8. Design of double lane road bridge deck slab having a clear span of 3m

Using of STAADPRO

1. Design and analysis of residential buildings
2. Water tank design
3. Industrial buildings
4. Cell phone tower design
5. Pre stressed concrete design
6. Steel truss analysis and design
7. Design of Pile foundation

Projects are related to transportation:

1. Flexible pavement design
2. Rigid pavement design
3. Rate analysis and estimation B.T roads
4. Stabilization sub grade of using Geo textiles
5. Rate analysis and estimation C.C roads
6. Pavement surface unevenness evaluation

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 RCC Designing Projects

1.    Design and analysis of multi-storied Commercial building

2.    Design of residential apartments

3.    Design of R.C.C over Head Tank

4.    Designing and Planning of Auditorium

5.    Design and analysis of Multistoried Residential Building

6.    Analysis & Design of a Residential Villa

7.    Economical Building Design(Low Cost House)

8.    Gated Community Planning & Design

9.    Green Buildings Design & Construction

10.    Duplex House with solar panels Analysis and Design

11.    RMC Plant Construction & Design

12.    R.C.C Bridge slab design

13.    Flat slabs design

14.    Pile foundation design

15.    Design of under-reamed pile in black cotton soils

16.    Raft foundation design

17.    Analysis &Designing of columns with lateral loads (beam-columns)

18.    RCC Portal frame design

19.    RCC shear wall design

20.    Design for torsion in beams.

21.    Design of pile caps

22.    Design of domes

23.    Design of circular slabs

24.    Seismic design of joints in Rcc buildings

25.    Design of RCC pipes

26.    Cantilever Retaining wall design

27.    Gravity Dam Design

28.    Rcc chimney Design

29.    Rcc Culvert Design

30.    Rcc truss Design

31.    Rcc poles Design

32.    Planning and designing of a cinema theatre

33.    Design requirements and construction of buildings in seismic zones

Steel Designing projects

1.    Steel bridge girders analysis and design

2.    Steel water tank design and analysis

3.    Steel T.V towers design

4.    Steel grillage foundation design

5.    Design of Industrial roofs

6.    Design of steel railway truss girder bridge

Prestressed concrete structures design

1.    Prestressed concrete slab design (PT slab)

2.    Prestressed concrete bridge girder design

 

STAAD PRO/E-TAB Based Projects

1.    Residential Buildings

2.    Commercial Buildings

3.    Water Tanks

4.    Industrial Buildings

5.    Prestressed concrete slab design (PT slab)

Transportation Engineering

1.    Flexible Pavement Design

2.    Rigid Pavement Design

3.    Geo textiles and their applications

4.    Highway and their Maintenance

5.    Pavement Design by Using Geo textiles

6.    Use of Discrete Fiber in Road Construction

7.    Stabilization of Sub grade using Geo textiles

8.    Pavement Evaluation and applications of Geo textiles in Pavements

9.    Accident Prone area For Hyderabad City

10.    Design of Flexible and Rigid using Fly ash as a Stabilizing Materials

11.    Pavement Surface Unevenness Evaluation
12.    Geo synthetics in Construction of Roads

13.    Traffic analysis and Pavement Evaluation

Environmental Engineering

1.    Drinking water standards, testing and treatment.

2.    Water distribution system design for a village

3.    Sewage Treatment Plant Design For a City

4.    Solid waste management

5.    Design of sedimentation tank

Construction & Estimation Projects

1.    Construction & estimations of Commercial Building

2.    Construction& estimations of High Raised Building

3.    Pavements Case Study

4.    Gated Community estimation Costing& Construction

5.    Causes Prevention and Repair of Cracks in Building.

Concrete technology

1.    Concrete mix designing with Indian and internal codes.

2.    Fiber reinforced concrete

3.    Green concrete

Geotechnical engineering

1.  Stress strain characteristics of cohesive soils at different moisture conditions

Water resources engineering

1.    Earthen dam Designing

2.    Gravity dam Designing

3.    Design of irrigation canal and comparison of irrigation system

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 Some New Projects

 

1. Designing a residential tower G+15 For Earth   quake resistance using staad pro

2. Using flyash in concrete replacement of cement in the case of construction

3. Manual design of All components of Structure

1. Design of beams
2. Design of columns
3. Design of slab
4. Design of footings
5. Design of stair case

4. Analysis and design of pre stressed concrete

5. Experimental Study Of Strength & Durability By Permeability Test Of Concrete Cubes By Partial Replacement Of Cement With Metakaolin

6. Analysis and design of G+5 residential building using Stadd pro

7. Flexible pavement design ( bitumen Road)

 

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 Projects list for Diploma students

1.    Fiber Concrete

2.    Light weight Concrete

3.    High strength Concrete

4.    Drawing of Plan, Section, Elevation using of AutoCAD

5.    Effects of sea water on some geo technical property of soil

6.    Manual design of roof structure

7.    Detailed estimation of two room set building

8.    Concrete Mix Design

9.    Foundation design

10. Traffic Volume and study analysis on different roads

11. Construction estimate of residential building

12. Case study of Practices in multi storied building under construction

13. Study and preparation of detailed project report of ready mix concrete unit.

14. Construction of small Concrete road with minimum requirements.

15. Experimental Study of strength & durability by permeability test of concrete cubes by partial replacement of cement with metakolin

16. Steel frame analysis

17. High performance concrete.

18. Geo polymer concrete

19. Nano materials (silica fume, carbon nano fumes)

20. Finding corrosion rate in steel

Find the list of Structural Engineering Designs, Construction Project Management, Geo-technical Engineering and Transportation Engineering  Civil Engineering Mini & Major Projects list for all Engineering (BE – B.Tech, M.E & M.Tech and Diploma) Students.

Civil Engineering Projects

These Below Projects Will Be Classified Into Onsite Knowledge And Staadpro Based Accordingly

S.NO	PROJECT TITLE
1	Construction of a Residential Building
2	Mix Design of Concrete
3	Pile Foundation
4	Road Under Bridge
5	Design of R.C.C Over Head Tank
6	Detailed study and execution of post tension slabs
7	Pavement Design & Tests
8	Sewage Treatment And Analysis
9	Girder Bridge Design
10	Water SamplingTest
11	Analysis and execution Highway Project
12	Projecton soil stabilization and reinforcement.
13	Design of elevated service reservoir.
14	Fiber Reinforced concrete.
15	Role of fly ash in construction.
16	Analysis and design of retained wall of a school.
17	Comparison of normal concrete and GGBS.
18	Application of Robotics In Construction Industry
19	Geotechnical Characterization of Copper Slag towards Civil Engineering Constructions
20	Study of Mix Design if Self Compacting Concrete of M30 Grade
21	Study of Material Testing and Mix Design Procedure of Ready Mix Concrete
22	Influence of Compaction on Copper Slag when Admixture is added
23	Computation of Spot Speed, Design Speed and Speed and Delay Studies
24	Design and Construction of Shear Walls
25	Design and Estimation of Intze Tank
26	Design Aspects of Flexible Pavement and Quality Control Management
27	Design of Water Supply and Sanitation system
28	Effect of Size of Aggregate on Self Compacting Concrete of M70 Grade
29	Estimation and Costing of Ganges Valley School Building (G+1)
30	Study of Alteration alignment for New Railway Siding to Serve Bhavanapadu ThermalPower Plant in Srikakulam District, Andhra Pradesh.
31	The emphasis of this report is explaining the various steps involved in laying the   foundation for Hyderabad Metro Rail.
32	Improving the Bearing Capacity of Black Cotton Soil by Using Copper Slag along With Admixtures.
33	Construction of outer ring road.
34	Residential Villa Project.
35	Design of   Multi Storied Office Building.
36	Compressive Strength of Concrete using GGBS.
37	Non – Destructive Testing of Concrete.
38	Soil Stabilization methods & materials.
39	Comparison of Risk Assessments for Underground Construction Projects.
40	Polymer Fiber Reinforced Concrete Pavements.
41	Under Ground water tank.
42	Design of Road Side Drainage.
43	Water sample Testing Methods.
	USING STAAD PRO PROJECTS
44	Industrial building construction and analysis using STAAD.
45	Construction   Planning Of Multi Storied Residential Building (G+6) using STAAD.
46	Design And   Planning Of an Auditorium using STAAD.
47	Analysis of A R.C.C Building Using STAAD.
48	Using   STAAD Construction Planning   Of Multi Storied   Residential Building (G+21).
49	Design of a Storage Tank using STAAD.
50	Design of a Bridge Deck using STAAD.
51	Design of a Girder Bridge using STAAD.

 

 Contact us us or give reply for knowing more details about the cost of the project and the real time project work.

Introduction to Inventory Study Civil Engineering Project:

The general characteristics in cities are somewhat the same . Inventory of roads are hardly done in these cities . most road way sections have two lanes ; one lane per direction . pavement conditions are fair to poor except at location where streets have been recently resurfaced .

The road inventory study is an important task that each jurisdiction should do to identify their assets . these studies include road way classification and road way elements .   

Project Objective

This Inventory Study Civil Engineering Project aims to study a selected region in A– B city and collect data and no of vehicle and determine peak hour .  

METHODOLOGY

Location : mean street  

We divide the work for two groups one for each flow direction and count the number of the vehicle . 

DISCUSSION AND CONCLUSIONS

Traffic volume studies for intersection was conducted to estimate the number of vehicle that crossing the Anabta main street  .

This intersection is two main flow direction with 4 lanes and two sub way

The maximum allowable speed in this street is less than 50 km/hr . 

Peak hour : 7-8 expected

Peak hour volume : 600 expected

PHF = 600/ 4(200) = 0.75

%  of truck  = 30/600 = 0.05 

Sources of Errors

1. Because the intersection near the police station  the number of cars may be Oscillate from hour to hour because if we have barrier this affect on flow rate of vehicles .
2. The place where we stand on is not good to see all cars that are crossing the intersection so some cars are not conclude in the study
3. Some drivers are not abide by traffic signals .
4. The time we choose may be not good to count the result is not sufficient . 

  RECOMMENDATIONS

1. Its recommended to maintenance the road because its not good and to maintain the lights at night
2. its recommended to prevent heavy trucks and buses to enter the  main anabta street or to find another roads for it
3. its recommended to expand the street . 

Introduction to Traffic Engineering Project : 

The traffic network in city have different problems, may be the most noticed which are congestion and delay phenomenon. in order to study with some details of this problems and to analyze it. To suggest some possible solutions which include redesign of the existing intersection then signal may be placed or redesign timing at that intersection. 

In Traffic Engineering Project , we have to check the geometric and traffic conditions of Al-Salam mosque intersection, the data collected from field shall be compared with standards and modifications must be done if it needed. The intersection is four-leg signalized intersection as shown in the figure below.

Purposes of the study:           

To evaluate the existing conditions that concern the intersection .then make suggestions to improve the existing situation in the intersection.

Brief topics can be discussed:

1-Make evaluation of the level of service in the intersection and determine if it good or bad.

2- To check the traffic volumes and determine whether an additional lane required or not.

3- To evaluate the signs and see if it fulfills the warrants for putting it .unnecessary ones should be removed.

4- Study the warrants for putting a signal in the intersection, this requires to collect different data in the intersection such as the volumes, delays, approximately statistics concerned to the number of crashes, etc…

5- To determine the conflicts in the intersection and determine if we can reduce these conflicts and the delay resulted from the conflicts.

6- To check the marking if existed and also check the clearance of the marking of the crosswalk especially of a school were existed near the intersection. 

• If we want to evaluate the existing conditions that concern with the intersection we can divide the features into two types :_

1. The geometric design aspects.
2.  the traffic volume conditions 

Transportation Lap Civil Engineering Project mainly deals with geometric design of highways which include dimensions of highways, curves in design, paths for bicycles, and parking facilities , lengths of vertical curves or radii of circular curves are determined to assure that the minimum stopping sight distance is provided to highway users for the design speed of the highway. The fundamental objective of geometric design is to produce a smooth-flowing and safe highway facility, an objective that only can be achieved by providing a consistent design standard that satisfies the characteristics of the driver and the vehicles. that use the road.  

There are many problems faces the transportation Palestine, such as process of execution , occupation and cost. Palestinian projects of transportation are supported by government donor countries.

Project Description : 

    The main object of our project is design a new highway connecting A with B, started from (A) with elevation 520m to point (B) with 493.9m elevation , with total  length 2750 m and scale map (1:2000).                                                                                            

Our project contains  2 horizontal and 3 vertical curves .

First , we selected the design speed with suitable slope . then We started with straight line  , then we draw the horizontal curve with appropriate radius taking the min raduis as a limit and length of the curve with factor of safety . then we set the stations (50 m) on the plan . Then we draw the elevations of the stations on the profile which represents natural ground elevations . 

    The main required from this project is to design the horizontal curves and determine its stations, design vertical curves and determine its station, determine the cut and fill in cross section.

Procedure: 

        We designed this highway by passing through many stages, included in :-

Center line and tangents:-

   we started from point A and make a tangent until we reach point B.

The maximum grade (slope) of this tangent is 7%,

      where :   ∆h:- is the difference in elevation between the two station.
d:- is the distance between the two station.
       We must keep the stream line of the center line parallel to contour lines to decrease the slope and the magnitude of cut and fill.

       The center line of the highway must not pass through forests and population area. 

Horizontal curves:-

There are four types of horizontal curves :-                                         

simple, compound, reversed, and spiral , and we use the simple circular curve in our design. 

        We have in this project two horizontal curves, we must use a comfortable radius for the curve, takind Rmin as a limit , we can do that by using the equation of ().

      Because we need to keep the safety and efficiency of the highway, We can use R > Rmin. if we, then we calculate the angle of intersection (∆), and we use it  to calculate (T), (L)..

      Then we determine the point of curvature (PC) and the point tangency (PT) form the point of intersection (PI), then we erect a perpendicular line from (PC) and (PT) with length equal to (R), theintersection point is the center of the curve, then by using dividers draw the horizontal curve.

Profile:-

         To make the profile for this highway we find the station and elevation for each 50m, we start from point A, we find the elevation from the elevation of the contour line, we continue chaining until we reach point B.

      Then we sketch the longitudinal section (profile) by using AutoCAD or EXCEL (we use autacad), we plot a graph between station (m) on X-axis with horizontal scale (1:2000), and elevation(m) on Y-axis with vertical scale (1:200)

      After we draw the profile we make a suitable grades
 ( From To ) , then we can determine the cut and fill areas and volumes. 

Vertical curve:-

        After we sketch the grades, we designed the vertical curve at the intersection of the two grades, the vertical curve is a parabolic curve, in this project we have three vertical curves, one of them is crest and two are sag, we must use a suitable length for the curves, we can do that by using the equation of .        

K= 96 for sag ,  84 for crest curve.

Hydrology Civil Engineering Project – a study concerned with engineering application like design dam, our project given realistic case study (og catchment) in west bank. In our project we want to calculate the peak flow that produced from the excess rainfall at the area that we want to design the Dam.

In this project we want to determine the hydrograph for sub-catchment area 1 and 2 is 84 km² and 64 km² respectively.

Hydrology Civil Engineering Project Analysis:

To estimate the volume, calculate each value for each hour of total rainfall by multiplying the percentage of rainfall by total amount of rainfall (32mm). Calculate the excess rainfall from the total rainfall by subtracting the losses (Φ-index which 2.5mm/hr) from each value for each hour of total rainfall which is not less than 2.5mm/hr.

Analysis is provided in project report.

• Estimate the volume of direct runoff and volume of infiltration (in million cubic meters) for 1 and 2 sub-catchments. 

                                                         V= d*A 

depth under ⱷ-index

23.2

depth of excess rainfall

8.8

                                                    

	Area(KM² )	vol. of infil.m³	vol. of dir. runoff m³	vol. of infil. Mm³	vol. of dir.runoffMm³
1	84	1948800	739200	1.9488	0.7392
2	64	1484800	563200	1.4848	0.5632

 

• We calculate the hydrograph then estimate the volume of direct runoff from hydrograph (Compare your results with those of part 1.) Will be discussed in discussion and conclusion part(1).

 We have 1 h.u.H , and the storm divide by 1 hr so, we don’t need convert between D h.u.H.

 for sub-catchment 1 and 2 as follow:

Analysis is provided in project report.

• We use the SCS method to derive a 1hr-UH using the SCS method (Compare your results       with the given UHs.) Will be discussed in discussion and conclusion(2).  By using SCS Dimensionless method unit hydrograph, this method is analyzed andillustrated in the next tables.

Analysis is provided in project report.

• we calculate the hydrograph after 3km because we want to design the dam as follow, first we calculate the constant for the equation 

k=	2
x =	0.2
t	1
Kx=	0.4
k-kx+.5t	2.1
C0	0.05
C1	0.43
C2	0.52
	1

Discussion and Conclusion:

(1)   From part 1, the volume of direct runoff and volume of infiltration (in million cubic meters) for 1 and 2 sub-catchments.

 

	vol. of dir.runoffMm³
1	0.7392
2	0.5632

 From part 3, the volume of direct runoff from hydrograph (in million cubic meters) for 1 and 2 sub-catchments.

	vol. of dir.runoffMm³
1	0.749232
2	0.562003

 

By comparing between it, approximate equal but there very small error , this inequality is because the depth of the given 1-mm UH for each catchment doesn’t equal 1-mm.

(2)   Compare between derive a 1hr-UH using the SCS method and results with the given UHs. 

From 1hr-UH using the SCS method:

atchment 1:

Tp=	2.9	hr
Tb=	7.743	hr
Qp=	60.24828	m³/s

 From given 1hr-UH 

As we shown 1hr-UH

The peak of the given 1-hr UH and the peak of the estimated 1-hr UH by SCS method are the same for each catchment. But the time base different from those in the given 1-hr UH. 

The time base of 1 catchment for the given 1-hr UH is 35 hrs, but for the estimated 1-hr UH by SCS method is 14.5 hrs.  

The peak of the given 1-hr UH and the peak of the estimated 1-hr UH by SCS method are the same for each catchment. But the time base different from those in the given 1-hr UH.

The time base of 2 catchment for the given 1-hr UH is 31 hrs, but for the estimated 1-hr UH by SCS method is 14.5 hrs.

Also, note that the two time base for the estimated 1-hr UHs by SCS method for the two catchments are the same and equal 10 hrs.