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BE CIVIL V SEM
ESTER SYLLABU
S1
. .l ,., ;.. ; i ..{.irl.{,iA*], ?Il:ffiEG 358
1';"rr: Iii Seasaester: n
Teaehing SeheiiuieHours/lYeek
ExaxgliEiaea+ss Sehery!e
Theor'- i Tutorial Practie aE tcrtermal .&ssessrraemt FinaE Total2 ", t1 Theors FnaatieaE Ttaeorv Praetiean
2fi 88 fi 125
Course Objective/s:After completion of this course, the students will be well aware of, concrete teahnology and masonrystructures. They will be well aware of various properties of concrete ingredients and. wili also beable to design conorete mix of different grades using different methods. The students rvill also learnthe tools and techniques of quality control in dif,ftrent stages of use of concrete. They will also learnclassification, construction technologies and behavior of masonry struotures. Tlee students will beable to analyze and design masoruy structures for gravity and lateral loads.
1.0 Constituents of Concrete1.1 Aggregates
1.1.1 Classification1.1.2 Gradationl 1.3 Characteristics and significance
1.2 CementL.2.I Oxide and compound composition1.2.2 Hydration of cement
1.3 Admixtures -
1.3.1 Types, uses and effects
, 1.3.2 Local materials as admixtures in Nepal
I.4 Water1.4.1 Quality of water for use in concrete for various purposes1.4.2 Water cement ratio, workability, segregation, bleeding and other
properties of fresh concrete
2,4 Mix Design of Cement Concrete2.1 Introduction ofNominal mix2.2 Mix design by DOE, ACI and IS methods2.3 Some aspects of probabilistic approach on strength2.4 Choice of constituents in different mixes2.5 Curing2.6 Properties of hardened concrete
3.0 Strength of Concrete
(8 hrs)
(8 hrs)
(5 hrs)3.1 Concrete as a three-phase system3.2 Strength - porosity Relationship3.3 Various Types of strengths and their tests3.4 Behavior of concrete under various conditions: Stress variation, effect of time and
temperature, cyclic and dynamic loads
lwE3j\: r:-.:. i:rE:?:a:il
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BE CIVIL V SEMESTER SYLLABUS 2
,.i,i-ij t1i,!iiii1.rr.e'iisi.,i!iiral liiEarriUi{t,V Cl,"ri t.,O$eraiie ,.+ eE.S}4.i Stress:Straiaa relatiorisirip *fl e,+neretet,.2 Vfodurir.rs of etrastieity4.: D"urability4.4 Slirinkage anrtr Creep4.5 T'hemnal Froperties
5.& corastittaents of, vlasorery strexcteares {3 ears}5.1 Masonry Units
5.1.1 Brioks5.L2 Stones5.1.3 Adobes5.1.4 Concrete bloeks5.1.5 Bonds in Bricks
5.2 Mortar5.2.1 Properties of wet mortar' 5.2.2 Strength of mortar
5.0 Testing of Masonry Structures (3 hrs)6.1 Basic Physical Tests6.2 Determination of mortar strengths6.3 Determination of brick strengths6.4 Determination of stone strengths
7.0 Design of Masonry Structures (12 hrs)7.1 Design of masonry in compression7.2 Design of masonry in bearing7.3 Design of masonry in bending7.4 Design of masonry in shear7.5 Design and detailing of reinforced masonry structures
8.0 Strengthening of Masonry Structures (2 hrs)8.1 Traditional and modern methods:- Use of bond stones, bands in masonry' structures.8.2 Introduction of composite masonry
8.2.1 Infill walls in reinforced concrete frames8.2.2 Use of bamboo in masonry structures
Practical:1. Mixed design of concrete by DOE, ACI and IS methods2. Compressive strength test of cube and cylinder.3. Compressive and Tensile test of brick masonry.
"l_ _BE CIVIL V SEMESTER SYLLABUS 3
' Refles"emecs;
1. A.Vi" Neville, J..I. Brook, Conerete Teehnology, {nternatiomatr Sttadents' Editiom2. Ir{. S. Shetty, Concrete Teehnology: Theory and Fraetiee, S" Cha-nd, New Deltii, 20053. P.K. Mehta, Paulo j. M. Monteiro, Conerete, VlierostruetLare, Froperties and N4aterials,
University of Califomia, Berktrey (trndian Edition)4. A.S. Arya, ivlasonry and Tirnber Struetures including earthquake resistant Design, Nem Chandra
and Bros, Roorkee, 19875. A.W. handry, B.P. Sinha, S.R. Davies, An Introduction to Load Bearing Briek Design,
University of Edinburgh, 19816. P. Dayaratnam, Brick and R.eifnorced Brick Structures, Oxford and IBF{ Fublishing Co. Pr,.t.
Ltd. 19877. _IS 456, 20008. IS 383, 19709. rs 1?0s/ sP 2010. Nepal National Building Code (NBC) 109,199411. Course manual on concrete technology By M.P. Aryal12. Course manual on mason-ry structures by M.P. Aryal
Marks distribution;
GROUP AOuestion No. Chapter Marks1 1 t62 2 t6aJ 3 &4 t6GROUP.B4 s &6 t65 7 t66 7&8 t6
* Attempt any five questions including A and B.
BE CIVIL V SEMESTER SYLLABUS 4
S,;ii lVtreehacllesBHG352CN
: Year: [i5 Sermesuec': E
Teaehiaag SehcdeaEe
EfloursAffeekExamainatiom, Sehemae
?Ereorv TutoniaB Fx"aetneai EnetennaaI Assessm?em€ F isamE
TotaE3 3
T'heory Fr"aetiea? T'lacorv FraetieaB?d) z5 Effi {} 125
Course Sbjective/s:The objective of this course is to provide the students eoneepts and nature of soil with relating to
index and engineering propefties of soil. It will aiso provide tire knowledge about the slope
stability.
1.0 Introduction (2 hrs)
1.1 Importanee of soil and soil problems in Civil engineering
1.2 Historical development of soil mechanics1.3 General approach of solving soil mechanics problems
2",0 Physicat and Index propenties of Soils (5 hrs)
2.1 Soil as a three -phase material
2.2 Indexproperties of soil
2.3 Determination of various index properties
3"0 SoiI Identification and Classification (4 hrs)' 3.1 Field identification of soils
3.2 Soil Classification: Descriptive, Textural, ISI, MIT and Unified3.3 Fractical implications of the soil classification system
4.0 Soil Compaction (3 hrs)
4.1 Compaction process and compaction theories
4.2 Moisture - density relationship and degree of compaction
4.3 Laboratory determination of compaction characteristics
4.4 Field compaction and compaction control4.5 Effects of compaction on engineering behaviour of soils
(4 hrs)5.0 Soil - Water Interaction5.1 Mode of occurrence of water in soils5.2 surface tension and the capillary phenomenon
5.3 Flow of water through the soil mass
5.4 Permeability of soils
. 5.5 Determination of the coefficient of permeability: laboratory and field methods
5.6 Pumping tests through confined and unconfined aquifers
Effects of water on swelling and shrinkage of soils
6.0 Principles of Effective stress (3 hrs)
6.1 Stresses in subsoil6.2 Effective stress PrinciPle6.3 Physical interpretation of effective stress equations of the static and flow conditions
6.4 Quick sand phenomenon and remedial measures
{rII
BE CIVIL V SEMESTER SYLLABUS 5
:i"iE lQe,epage Amniysas ii *rrs)7.1 T'wo dirciem,sioitai f1uid fiov,;7.2 Cond-itions for aoffitnnulty of'fior.r,7 "3 Laplaee's equlation, {trow nets aax1 thoir tr;rinclpies7.4 Bounda"rysonditions7 "5 Flow nets and their applieation7 "6 Lapiaee's equation for an dsotropie soii and its appXleation7 .7 Deflection of flow lines at the interflaae of two differemt soiis7.8 Fhreatic line in an earth dam
Design of filter
8.S , Stress Distnibutiorn ixe Soils 4+ mrs;8.1 State of stress at a point in the subsoil8.2 Stress frorn elastic theories8.3 Boussinesqu's theory of stress distribution8.4 Extension of Boussinesq's analysis to uniforrnly loaded areas8.5 Use of Newmark's charts and other tables and charts in computing stresses8.5 Effeots of layer systems on stress distribution
elastic settlement and contact pressure
9.0 Shear Strength of soils (5 trrs)9.1 Concept of shear strength9.2 Principal planes and principal stresses9.3 Mohr - Coulomb theory of shear strength9.4 Mohr's stress Circle and failure envelop9.5 Relation between Principal stresses at failure9.6 Types of sheartests
. 9.8 Vane shear test9.9 Shear strength of sands9.10Shear strength ofsaturated and unsaturated clays
10.CI Consolidation and Settlernent (S hrs)10.1 Behaviour of soil under compressive loads10.2 Settlement of structures resting on soil: its nature, causes and remedial measures10.3 The consolidation process andTerzaghi's spring Analogy.10.4 Primary and secondary consolidation10.5 Consolidation test10.6 Compressibility of soil10.7 Normally consolidated Q.{C) clays, over consolidated (OC) clays and pre-
consolidation pressure10.8 Determination of field pressure - void curve10.9 Estimation of consolidation settlement10.10 Rate and degree of consolidation10.1 1 Terzaghi's theory of one dimensional consolidation' l}.l2 Determination of coefficient of consolidation10.13 Estimation of rate and magnitude of settlement
11.0 Stability of Slopes (5 hrs)1 1.1 Causes of slope movements ancl failuresIl.2 Types of slope and slope failures
BE CIVIL V SEMESTER SYLLABUS 6
i 1.3 Cm"ciaal suribces arid factors ,lr: sa''e r3
1 1"4 Metliod of stabi.lity anatrysis a-nd sta.hitli3r n,:rnbert 1.5 Stability ,Analysis of trnfinite slopes1 1.6 Stability Analysis of finite slopcsII"7 h4ethods of,strieesi n.E Remrediai ffileasnrres for sXope stabiXity prohtrems
Laboratories:Seven l-aboratory exereises will be performed iia this course, im aetrdition to one-day fieldtrip. They are:
a) Determination of Atterberg liririt of soil.b) Use of in - situ density core cutter and the rnethod of sand replacement.'' c) Determination of,optimum moisture content and maximum dry density.d) Unconfined compression test
e) Direct shear test.
0 Constant head permeability test.g) Triaxial test.
References:
1. "A Text Book of Soil Mechanics", Dr. Sehgal, S. B. CBS Publishers and Distributors, NewDelhi, 1988.
2. " Soil Mechanics in Engineering practic e" ,Terzaghi, K and Feck, R.B. , John wiley, 2'dEdition, New York, 1967.
3. "Soil mechanics and Foundation engineering" Dr. K.R.Arora
4. "Soil mechanics and Foundation engineering" B.C. Punmia
5. "Geotech Engineering" V.N.S. Murthy
Marks distribution;
Note;
questions have (a) and (b). Question (a) and (b)will be from different chapters so that allchapters will be covered.
students will have to answer any four out of five(4*4)
.Remaining other four short will be from anyother chapters.
Chapter Marks1
2 8a.J 8
4 8
5 8
6 8
7 8
I 8
9 8
10 8
1l I
BE CIVIL V SEMESTER SYLLABUS 7
itli- i r. i tfl,?',i, 4..FfE
ffiEG 353 CE
Vear: {E{
At o
c./ffiJeEuEve/s:
Two primary objeetives of tlie survey eamp are as foltrows:
a) It wiltr provide the students ample oppocunitics to cor iate aildtlieoretieal knowiedge in engineering surveying in ttu ,,,.ral fieldproblems"
b) It will provide the students the real fielei basec{. d: rsure to leam and apply ciilferentsurveying, modern instruments, computational practiu,.: anci ways of presentation of theirfinal reports.
To fulfill this purpose a field works of i2 days close survey camp is prescribed
1.0 Topographie surveying
1.1 Horizontal and Vertical Comtrol Practices for Ldrg, lirea: Major Traversing (3 days)
Around 1500 m periphery (not less than 15 stations).r; .-r'r.1be enclosed by forming the closetraverse and coordinates of those traverse stations 'i-llJr'be controlled with ,reference tonational grid system (Using GPS or Resection method).Easting and northing coordinatesshall be controlled by Total Station and elevation nir'-t be controlled by Auto Level.(flyleveling) rt's -
1.2 Ltrortzontal and Yertical Coratrol inside the Major Tr'avense: Minor traversing (2 days)
Detailed Topographic survey shall be conducted within the perimeter of semi built up areaaround 500 m2 of land(about 3 to 6 control stations).Easting and Northing coordinates shallbe controlled by total station and elevation mq i -.be controlled by Auto level(flyleveling).Link traverse exercise is compulsory.
sir*t1.3 Computation and plotting ;ha.' (1 tlay)
Computation for major and minor traverses shall becoordinates in proper format. Piotting shall be doneplot shall be performed to proceed.
1.4 Topographic surveying: detailing
5,art: E
updatc their ]rraetieal andconditiorm v.,ith practiea{
pbrformed for horizontal and verticaliY%f grid sheet. Orientation check of
(2 days)
format and detailing shall be
station. Data saving in data
be practiced.
(2 days)
After proper computation and plotting of traverse in prescribedproceeded. For this propose detailing shall be done by Totallogger (electronic field book) and manual booking botil should
2 .0 Bridge site survey
Detail topographic survey of suitable bridge site shall be conducted by which topographicmap, longitudinal section; cross section etc shall be prepared at standard scale.
7BE CIVIL V SEMESTER SYLLABUS 8
S"ft ffi"oad aEfrgnmreard -$eas"vey g?- r{aws}
At least 700 rn road atrigntnent survey shaii be done frona where pian, longihrdinal seetion,eross seation ete skiall be drawn at standard scale ineluding seneetion of grades f,ormationslevels"
ReqrEirernents:
Number of students in each groups should be 4 or 5.As fae' as possible rnodem surveyingequipments such as GPS, total stations, EDM, Theodolite, planirneter etc are iptroduced toconduct the survey camp .Each facilitator should not have more than 2 groups.
Evaluations:
X'or internal 60 marlis:
rce as well as viva (3 times each fortopographic surveying, road alignment surveying and bridge site surveying). Instrumenthandting and orientation should also be checked.
For external40 marks:
Standard reports shall be prepared group wise. All the reference sketches and standard drawingshall be compiled in .{3 size and all the original data and drawing shall be presented during finalviva.
dBE CIVIL V SEMESTER SYLLABUS 9
_d [.8 ie4 rE'E {i it i3 E.;l'ii, {]ri r_; ij'iit 4 d
EEG35,4Cll
Year: HEE $€iia,SSiirer': ir
TeaaEaim g Sa$aeetelEe
F{ocnrs/WeekExamrisi ati,.ora Sefu crme
Tleeoa'v TardoniaE Fraatieatr HmtenanmB Assessxmera€ ts{raaXF
'-DFC]ij.] -5
Ttraeory Frae'$icaB T'Eaeos"v Fc"aettamn
2(} z, "-J Effi {} 125
Coeerse Ohjective/s;Three fold objective of thc course is to;a. Familiarize the technoiogies and coneepts of displaeemtrents, stresses, strains, stif,fness ete. and
their parameters in ttre contest of indeterminate system,b. Practice in exarnples ttre basie concepts and theorern on static (equilibriurn),.geornetrical
(cornpatibility) and physical (Force, Stiffness and Displacements) conditions in the context ofindetermi nate systems"
c. Prepare the candidates for advance courses in struoturaX rnechanics by introducing to thenecessary tools like matrix method, force rnethod, displacement rnethod, plastio analysis etc.
l.G Staticallylndeterminatestructures1.1 Types of indeterminate structures
(3 hrs)
1.2 Static indeterminacy and methods of determination for various types of structures1.3 Kinematic indeterminacy and methods of determination for various types of
structures
2.0 Ttreorern on Displacernents2.1 Law of reciprocal deflection (Maxwell's Theorem, Betti's Law)2.2 Castigliano's Theorem
3.0 , tr'orce Method
(2 hrs)
(i0 hrs)3.1 Introduction to force method3.2 Equilibrium conditions and compatibility equations3.3 Analysis of statically indeterminate beams including yielding of, support3.4 Analysis of the statically indeterminate frames3.5 Analysis of statically Indeterminate trusses including temperature effects and
lack of fit3.6 Analysis of two-hinged Parabolic arches including yield of support and temperature
effect
4.0 Slope-Deflection Method (7 hrs)4.1 Introduction4.2 Derlation of the slope-deflection equations4.3 Analysis of statically indeterminate beams including support settlement and rotation
ofjoints4.4 Analysis of Statically Indeterminate Frames
5.0 , Moment Distribution Method5.1 Introduction and Basic Concept5.2 Stiffness and Carry - Over factors5.3 Distribution Factors
i}
(7 hrs)
BE CIVIL V SEMESTER SYLLABUS 10
.l . ;,* A r:! E [jr S! i"i O,t' lr ia tleally ir-iCle lti.l.1I1?-:.f ,t],'-= alj..:
5.5 Analysis cf stati+alIy lndeteffiilnate &a*res
i6.-ii} {raffisre,?.ee H,im,es flc,n Em.de€ea:rmimate s6renattnres {.4 rh:r,s;6.1 {nf,lueieee Xialcs fcr statieally indetemminalje n--eams6.2 &4ulXer-Brcsnau. prineiptre ano its applaeatacn foi" dra.,,n,i,ng 1l-il cf ecn'tinurous beams
T"(} Hs?troduetiouq f* ryflatriN Metnnodl f,g hn"s.I7.1 Flexibility rnatrix and Stiffraess matrux7.2 Relatiomship between Fiexibility amd stiffltress hz{atrix7 .5 Analysis of, statie ally indetcrmainate bearers, frames and trusscs by rulatrix metlaod
8.0 FBas{f,e Theoryz of stx"uetures (4 lars)8.1 Plastic Bending of Bearns8.2 Shape faetor8.3 Load Facto
, 8.4 Plastic .{nalysis - Determination of Cotr}apse load and Flastie rnowrcnt eapaeity.
Latrroratories:
1. Obtain experimentally the influence line for the horizontal thrust in a two-hinged arch.2. Verify the l\4axwell's Theorem of reciprocal deflection with the help of a truss and two-
hinged arch model.3. Experimental analysis of a portal frame.4. Experimental analysis of a continuous beam.
References:
1. C. K. Wang, Intermediate structural analysis, international student edition, McGraw HillCompany Limited, 1989.
2. G' S. Pandit, S. P. Gupta, Structural analysis, a matrix approach, Tata McGraw hitrl companyLimited, New Delhi, 1981.
3. A. Darkov, Kuznetsov, structural mechanics, Mir pubrishers, Moscow.4. C. B. Kukreja, V. V. Sastry, Experimental methods in structural mechanics, Standard
Publishers Distributors, Delhi, 1991.5. C.H Norris, Elementary structural analysis6. S.S. Bhavikatti, Structural analysis volume 27. Reddy, Structural analysis8. Ramaruthum, Theory of structures
Marks Distribution;
Ouestion Chapter Marks1.(a)
(b)Ia-l
614
2. 4 20a-', . 5 204. a
J 20s.(a)
ft)7
2
14
66.(a)
(b)6
8
t28
e Attempt any FOUR questions out of six.
ltoBE CIVIL V SEMESTER SYLLABUS 11
T'eaeEaf, ra g Selaed uiie
E{otan's/WeeHaExainnfr xaart6om Seh ea,n e
Theon"v T'elton"ia! Fn"actfreaE {natersnaE Assessnraenat FflqqaE
Totane a 2/2Tfueorv Fc"aeticaX T'Eaeoe'y t.g'acEEcaH
2S E@ 0 15q
ll r"enCr,^rilr.fra:a qr'- :r;" :e-:r Ifl ! e-:a,ih'Vi: U(tL ari 1, -U 1!a..ile'!:1.:Y
BtrG 3,56 CEVear: EEn !{enaester: {
Ghjective/s:After the completion of ttrre course, students wiltr bc ahle to plan, survey and design tiro roadprojects. They will attain the knowiedge of road development and its pianning. They will gainthe knowledge based on the Nepalese context.
t" rretroductrom to Tnamsportatiosl Flammixag amd emgimeenixag (4 Eirs)
1.1. Modes of transportation: Highways, railways, waterways and airways1'2. Comparison between various modes of transportation and constraint on their
development in Nepal1.3. Historical development of roads and road construction in Nepal1.4. Classification of roads Q.{epal Road Standard and Nepal R.uril R.oad Standard)1.5. Transport planning including objective of road planning, National network planning,
urban road network planning and ring roads
2" t{ighway Alignment and Engineering Survey
2.1. Highway Alignment2.1.1. Introduction
(3 hrs)
2.1.2. Requirements of Highway Alignment, 2.1.3. Factors Controlling Highway Alignment
2.2. Engineering Survey and its Stages (map study, reconnaissance, preliminary and derailedsurveys)
3. Geometric Design of Highway (18 hrs)3.1. Definition and scope of geometric design3.2. Basic design controls and criteria for design3.3. Elements of cross-section3,4. Elements of horizontal alignments
3.4.1. Definition and types of Vrorizontal curve3.4.2. Design of horizontal curves including night visibility consideratiorr3.4.3. Sight distance: Stopping sight distance, overtaking sight distance, Set-back from
obstructions3.4.4. Super elevation3.4.5. Extra widening3.4.6. Transition Curves: Definition and types of transition curve, design of transition
, curve3.5. Elements of Vertical Alignment
3.5.1. Definition and types of gradient- 3.5.2. Momentum grade
3.5.3. Grade compensation3.5.4. Definition and types of vertical curve
lilrBE CIVIL V SEMESTER SYLLABUS 12
si.
1 rS q !-}-c;ne:{r1.a-a;^-"'t ..,--^-.--:+.---,.- -.
3"5.5. Design o'r"ve-r"tiean r,atrXey eu-rve3.5.7. Lolvest acxei highest point +f vertieai o:;rve
l.rlDgifi;/Ay }}I'AsmA6€4..X. {mtroduetiom amd irnpoi-tanee of trig}rway clrarnage sirstem.!4"2. Causcs of moisture variatiore in sub-gnade soai4.3. Surfaee drainage systen'l
4.3.1. Different types of road side d_rain4.3.2" Cross drainage strueturcs4.3.3. Different iypcs of energy dissipating struetu.res
4.4. Subsurfaee Drainage System4.4.1. Drainage of infitrtrated water4.4"2. Control of scepage flow4"4"3. Lowering of,water table4"4"4. Control of eapillary rise
E{ill Roads5.1. Introduction5.2. Special consideration in hill road design
(5 lirsi
(7 [ans)
5.2.1. Alignment of hill road design: General consideration, route loeation in hills,gradient, design and types of hair pin bends, different types of hill road crosssections
5.3. Special Structures in Hili Road5.3.1' Types of retaining structures, river Training structures, land slide stabilization
structures and gully control structures5.4. General introduction to bio-engineering
6" Highway Materials6.1. Introduction and classification of road materials
(E hrs)
6.2. Sub-grade Soil6.2.1. General
, 6.2.2. Characteristics of sub-grade soil6.2.3. Desirable properties of sub-grade soil
6.3. Road Aggregate6.3.1. Definition and classification of road aggregates6.3.2. Desirable properties of road aggregates6.3.3. Tests on road aggregates and their significance6.3.4. Comparing gradation specification and method of translating specification6.3.5. Combining of the aggregates
6.4. Bituminous Road Binders6.4.1. Definition and classification of road binders6-4.2. Liquid Bitumen: cut-back Bitumen and Bitumen emulsion6.4.3. Tests on Bituminous binders
6.5. Bituminous Mixes6.5. 1. Definition and Classification6.5.2. Marshal Method of bitumen mix design
Tutorials:Class room exercises on related topics. Topics will be exercised in tutorials and also can begiven as regular homework exercises.
Laboratories:(a) Los Angeles Abrasion value and crushing value of aggregates(b) Fenetration value; Viseosity; softening point and ductiiityof bitumen
t14/ 1. _
BE CIVIL V SEMESTER SYLLABUS 13
80
I
{;i SkiJ resisterce test on road surftce{d) N4archail srability test and aspl.ialt r"r.lix design(e) E:<traetiorn of bitun'lem from rnix and gradatiolt of aggregate aftel,extraetion
R.eferemces:x " "'4 T'ext-book ora tiighway engineering and airports", S.B"Sehgatr and K.I. Bhanot, s. Chand
and Co. Publishers Ltd., New Deilri
2' "Frineiples, Fraetiee and Design of F{ighway Engineering", S.K" Shanna, S. Chasld and Co.Fublishers Ltd., New Delhi
3' l]{iehwar Engineering" Dr. s.K. K}ranna and Dr. C.E.G"Justo, Nem Chand & Bros R.oorkee(u.P.)
Marks distribution
Chapter MarksI (B-r2)2 (4 -8)J (32-36)4 (8-12)5 (t2-t6\6 (16-20\Total
Notes;
I Jotat number of questions: Five with (a) and (b) and one question as short notes.* Attempt any five questions out of six. At leasttwo numerical f;;;A;;, tri.J. ,r,orro u"
there.
a!
I
BE CIVIL V SEMESTER SYLLABUS 14
T,ea,cihf, aag SeEaedenne
E{ocsl"s/WeeEsExamaimatiom St;iaen:,e
T'Eaeorv T'ertoriaE Fn"aatieatr [sitermal Assessmee?€ F'isia{ry -s^Bn q.,Lanj
J 1T'Eaeon"v Fa"aatiaaE T'heory Fraetieai
Z# 25 8& fi 12s
.::);J Fl'r.i..'., 1 , .Ti J,r i f -i :tIt.i,' " 'r" l- -",iltraa !==.arLEIL(J J.j-J .1-_F
uEuli eiltei-; ii
eourse is to providc students with sound kmowledge in the water suppiywater treatment technology and its distribution system
(3 hrs)Capacity catrculation of
'i^iv r&,{eii
Year: EEH
Counse Gbjeetive/s:The objective of thesystem development
1.S Imtroduction: (2 turs)1.1 Water supply, its objeetives, irnrnediate and long temr impact1.2 Definition of portable, contaminated and wholesome water.1.3 Major components of water supply systems'1.4 Need of water supply engineering1.5 Water supply scheme : Urban and Rural
2.0 Water Sources:2.1 surface source: lake, streams/rivers and impoundeci reservoir.
impounded reservoir2.2 underground sources: springs, wells and infiltration galleries2.3 Selection of water sources
3.0 Water Supply/Quantity: (5 hrs)3.1 Different types of water demand (domestic, livestock, commercial, industrial and
public uses, fire fighting, losses and wastage control measures, per capita demand) andits variation
3.2 Definition of design period3.3 Population forecasting methods:
3'3.1 Mathematical method - Arithmetical, geornetric/increment increase, decreaserate of growth' 3.3.2 Graphical method - extension and comparison
3.4 Factors affecting demand of water
4.0 Water Quality: (5 hrs)4.1 Impurities in water,their classification and effects4.2 Hardness of water ,types of hardness, Alkalinity in waters4.3 ,Living organism in water: virus, algae,worrns and bacteria4.4 Water born diseases: water-bom, water-washed, water-based, water-vector, etc.4-5 Fhysical, chemical and biological analysis of water: tests for temperature, color, odor,
taste, turbidity, pH, solids, MpN chlooiform etc4.6 Water quality standard, WHO standard and Nepal standard for domestic use
5.0 Intake Works5.1 Site selection for intake5.2 Characteristics of river ,reservoir and springs intakes
ftfY
(3 hrs)
BE CIVIL V SEMESTER SYLLABUS 15
+.S t'c,v ait*;' Er:'€al,liiiiiit,nr,i
6. I C*bjee'cives ol*.*vai.€tr rreatineni; ^, T*6.?,--^.,1r *'.,.+-*.,v-a E tv4LllnLi!L rJJY.)
lI
I
T'ud;orf,aE:
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-&.eflerenaees:
I F.N.lvfodi, Water supptrSz Emgrnoering, Standard hook house2 B.C.Punimia, Water supply Engimeerirag, X_axmi Fuhlieaiion_+3 G'S' Birdie, 'water Supply and Sanitary Engineering, Dliampar Rai a*d sons Fuhiishers.
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svstems, sr"or]p presentariom and suhrarission orindividuar reporl
Manks Distributiom:
Chapters Question Type MarksTheory only 4-6
2 r neory wtth/withorrf nr rmerino l 6-83 lneory wrth numerical 8-124 Theory with/without numerical 6-B5 Theory only 4-6
lCU6 lh.gly with numerical1 Theory with numerical 8-128 Theory only 4-69 Theory with/without nurnericat 8-12
Total 8&
students should attempt five out of six. Each question will be divided into two sub-groups.Marks distribution may vary within the given r*g* u, f", uuor" distribution
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BE CIVIL V SEMESTER SYLLABUS 17
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Year: HEn Scmesi.er': 'i
Course OXtieetfrve: To solve the engineering probtremrs hy usiiig the tlieory oflnumerioaloornputational proeedures.
I ImtrodercCioxa (4 Ears)
1.1. Numerieal computing proeess1.2. New trends in Numerical Computing1.3. Applieation in Numerical Computing1.4. Taxonomy of en"ors in numerical method.1.5. Absolute R.elative & percentage errors
2" Solution of non - Linear equation (7 hrs)2.1. Iterative methods and stopping criteria2.2. Bisection rnethod & its Convergence2.3. Horner's method2.4. Newton- Raphson method and its convergence2.5. Secant method and its convergence2.6. Evaluation of polynomials using Horner's Rule
3" Curve F''itting (E hrs)3.1.Interpolation
3.1.1. Linear interpolation3.1.2. Lagrange interpolation3.1.3. Newton interpolation3.1.4. Newton Divided Different interpolation3.1.5. Spine interpolation: cubic spines3.1.6. Control Interpolation (Gauss Forward/ Backward Formulae)
3.2. Regression
3.2.1 Least squares Regression3 .2.2 F itting Transcendental Equations.3.2.3 Fitting a polynomial function
4. Nurnerical Differentiation & integration (7 hrs)4. l. Differentiating continuous function
4.1.1. Forward Difference Quotient4.1.2. Backward Difference Quotient4.1 .3. Central Difference quotient
4.2. Newton cotes methods of integration4.2.1. Trapezoidal rule and composite trapezoidal rule4.2.2. Simpson's 1/3 rule & its composite4.2.3. Simpson's 3/8 rule.4.2.4. Bode's Rule
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BE CIVIL V SEMESTER SYLLABUS 18
.i.3. R*i-rti;ei'g inlaegiat;'iii*.4, Causslan lm'regratlcr",
5. fufiieeap' ,Af,gehrare Eq,uetroaas f I {i ;:.'s)5. tr. EXlrmrnation,{pproaeh
5.1.1" Easie Gauss Elimination5.1.2" Ga,"lss Elirnination witla partiatr pivoting5.1.3" Gauss Jordon ntethod5.1"4. {,U decomposition methods' 5.1"4"1. Do Little Atrgorithm
5 "1 .4.2. Crout Algorithm5.1.5. Matnix Inversion Method5.1.6. Cholesky Method
5.2 Interative rnethod5.2.1 Iconic method5.2.2 Gauss- seidal rnethod5.2.3 Eigen values and eigen veetors using power method & inverse power nlethod
5 Solutiom of ordrneary differerstiaE equatiorns: (6 hrs)6.1 Euler's method.5.2 Heun's method ( predietor - Corrector method)6.3 Fourth order Runge-kuffa method6.4 Systems of differential equations using Heun's method6.5 Higher order differential equations using Heun's method
7 Solutions of partia[ differential equatioms (3 hrsl. T.l Elliptic equations
7.1 .1 Poisson's equations7 .1.2 Laplace's equations
7 .2 Parabolic Equations7.3 Hyperbolic Equations
Laboratories
L Review of properties of programming language2. Bisection method3. Newton-raphson method4. Secant method & Horner's rule5. Lagrange interpolation6. LinearRegression7. Basic gauss elimination method8. Gauss seidal method
. 9. Matrix inversion method10. Trapezoidal rule11. Simpson's 1/3 rule12. Simpson's 3/8 rule13. Solution of differential equation using Euler's method14. Solution of differential equation using Runge-Kutta method
References
1. E. Balagurusamy'o Numencal Methods ' Tatal Me Graw Hill
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BE CIVIL V SEMESTER SYLLABUS 19
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$z6s!s3z puhlistiing eo" tleu,iv york;.5. w*. Xt pe'esss, B p" Flamneryl et " an "lilgmerisal F.eeises {fie", n't Editicn. Camabridgepress l9EE
IVEarkrxag scEaeffiae:
Group-A (atteNaapt amy sEx) 6*10:60
Chapternumber
Chapter topie crcdit Final marks
1 Introduction 4 10
2 Solution of, non-linear equation 7 10
aJ Curve fitting o6 l0
4 Numerical differentiation andintegration
7 t0
5 Linear algebraic equation 10 10
5 Solution of ordinary differentialequation
6 10
7 Solution of partial differentialequation
aJ l0
Group-B (attempt any two) 2*l&:20
There may be three or four question related to prognarn or algorithm.
*Note: There may be minor variation in marks distribution according to credit hour allocated.
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BE CIVIL V SEMESTER SYLLABUS 20
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