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- 2. Question asked inGTU‐Theory Question asked in GTU Theory 1) Describe the procedure of setting out of simple ) esc be t e p ocedu e o sett g out o s p e circular curve by (i) Perpendicular offset from tangent, and (ii) Rankine’s method of tangential l angle.. Dec‐2009 2) Why transition curves are introduced on h i t l f hi h il ? D horizontal curves of highways or railways? Dec‐ 2009 3) Describe the method of setting a circular curve 3) Describe the method of setting a circular curve by the method of offsets from the long chord. Dec‐2010 20 September 2013
- 3. Question asked inGTU‐Theory Question asked in GTU Theory 4) Discuss the method of setting out a circular curve ) g with two theodolite. What are its advantages and disadvantages over Rankine’s method Dec‐ 2010 2010 5) What are the elements of simple circular curve? Define with figure and give their relationship. March‐2010 6) Why are curves provided? State various types of curves with sketch curves with sketch. 7) Draw the neat sketch of simple circular curve showing various elements of it. Dec‐2011 g 20 September 2013
- 4. Question asked inGTU‐Theory Question asked in GTU Theory 8) Enumerate the parts of a compound curve 8) Enumerate the parts of a compound curve and describe the relationship between them Jan‐2013 Jan 2013. 9) What is vertical curve? Explain different types of vertical curves Jan 2013 of vertical curves. Jan‐2013. 10) Explain following terms (i) Compound curve (ii) P i f i i (iii) T Di (ii) Point of intersection (iii) Tangent Distance (iv) Mid Ordinate May‐2012. 20 September 2013
- 5. Lecture outline Lecture outline • Introduction Introduction •Theory and setting out methods of simple circular curve circular curve • Elements of compound and Reverse curve. • Transition curve • Transition curve • Types of Transition curve C bi d • Combined curve • Types of vertical curve. 20 September 2013
- 6. What is curve? What is curve? •Why Curve? Why Curve? f C • Use of Curve. 20 September 2013
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- 11. Components of HighwayDesign Horizontal Alignment Plan View Horizontal Alignment V ti l Ali t Profile View Vertical Alignment 20 September 2013
- 12. Horizontal Alignment T d’ Cl Today’s Class: • Components of the horizontal alignment • Properties of a simple circular curve 20 September 2013
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- 23. Types of Curve Types of Curve •Curves Curves • Horizontal Curve Vertical Curve Circular Curve Transition Curve Summit Curve Valley Curve 1) Simple curve 1) Cubic parabola 2) Compound Curve 2 ) Spiral Curve 2) Compound Curve 2 ) Spiral Curve 3) Reverse Curve 3) Lemniscate 20 September 2013
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- 29. Definition and Notation of Simple Curve • 1) Backtangent or First Tangent ‐ AT₁ – Pervious to the curve d d 2) Forward Tangent or Second tangent‐ B T₂ ‐ Following the curve. 3) Point of Intersection ( P.I.) or Vertex. (v) If the tangents AT₁ and BT₂ .are produced they ill t i i t ll d th i t f will meet in a point called the point of intersection 4)Point of curve ( PC ) Beginning Point T of a 4)Point of curve ( P.C.) –Beginning Point T₁ of a curve. Alignment changes from a tangent to curve. 20 September 2013
- 30. Definition and Notation of Simple Curve ) f • 5)Point of Tangency ‐ PT – End point of curve ( T₂ ) is called.. 6) Intersection Angle (Ø ) ) g (Ø ) ‐ The Angle AVB between tangent AV and tangent VB is called... 7) Deflection Angle (∆ ) 7) Deflection Angle (∆ ) The angle at P.I. between tangent AV and VB is called.. 8)Tangent Distance – It is the distance between P.C. and P.I. 9) External Distance – CI The distance from the mid point of the curve to P.I. The distance from the mid point of the curve to P.I. It is also called the apex distance. 10) Length of curve – l I i h l l h f f PC PT It is the total length of curve from P.C. to P.T. 20 September 2013
- 31. Definition and Notation of Simple Curve 11) Long Chord 11)Long Chord – It is the chord joining P.C. to P.T., T₁ T₂ is a long chord. 12) Normal Chord: A chord between two successive regular station on a curve is A chord between two successive regular station on a curve is called normal chord. Normally , the length of normal chord is 1 chain ( 2o mt). 13) Sub chord The chord shorter than normal chord ( shorter than 20 mt) is called sub chord) 14) Versed sine – Distance CD The distance between mid point of long chord ( D ) and the apex point C, is called versed sine. It is also called mid‐ ordinate ( M). 15) Right hand curve: If the curve deflects to the right of the direction of the progress of survey. 16) Left hand curve If th d fl t t th l ft f th di ti f th If the curve deflects to the left of the direction of the progress of survey. 20 September 2013
- 32. Designation of curve The sharpness of the curve is designated by two ways. ways. ( 1 ) By radius ( R) ( 2) BD f C t ( D ) ( 2) By Degree of Curvature ( D ) ( 1 ) By radius ( R) Curve is known by the length of its radius‐ R Curve is known by the length of its radius R 20 September 2013
- 33. Designation of curve ( 2) By Degree of Curvature ( D ) Chord Definition Arc Definition TheAngle subtended at the centre of curve by a h d f 30 20 i The Angle subtended at the centre of curve by an chord of 30 or 20 mt. is called degree of curvature. arc of 30 or 20 mt. length is called degree of curve. If an angle subtended at the centre of curve by a Used in America, canada, India etc 20 September 2013 the centre of curve by a chord of 20 mt is 5° , the curve is called 5° curve India etc.
- 34. Relation between Radius and degree of curve. ( ) Bh d d fi iti (a) By chord definition The angle subtended at the centre of curve by a chord of 20 mt. is called degree of curve. R = radius of curve. D = degree of curve. PQ = 20 mt. = Length of chord. g From Triangle PCO 20 September 2013
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- 36. Relation between Radius and degree of curve. (b) By Arc Definition : The angle subtendedat the centre of curve by an arc of 20 mt. length is called degree of curve. 20 September 2013
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- 38. Elements of simplecircular curve Elements of simple circular curve 20 September 2013
- 39. Elements of Simple circular curve • T₁ = P.C.= Point of tangency=Point of curve. • T₂= P.T.= Second point of tangency. T₂ P.T. Second point of tangency. • V or I = P.I. = Point of intersection. ∆ D fl ti l • ∆ = Deflection angle. • Ø = Intersection angle. • R = Radius of curve. • CD= Mid ordinate (M) CD Mid ordinate (M) 20 September 2013
- 40. Example 1 • A circularcurve has a radius of 150 mt and 60⁰ deflection angle. What is its degree(i) By arc deflection angle. What is its degree(i) By arc definition and 9ii) by chord definition. • Solution: • Solution: (i) By arc definition Assuming chord length 30mt 20 September 2013
- 41. Elements of Simple circular curve • 1) Length of curve ( l) • * If curve is designated by Radius: gy l = Length of arc T₁ C T₂ = R * ∆ ‐ When ∆ is in Radian ‐ When ∆ is in degree. * If curve is designated by degree: • Length of arc =20 mt. • Length of curve 20 September 2013
- 42. Elements of Simple circular curve 2) Tangent length ( T): • VT andVT are the tangents length Elements • VT₁ and VT₂ are the tangents length Elements of simple circular curve T VT VT t t l th • T = VT₁ = VT₂ = tangent length • From ∆ VT₁O 20 September 2013
- 43. Elements of Simple circular curve 3) Length of chord ( L ):Elements of simple circular curve circular curve • In the figure T₁ ,T₂ is a long chord. Lth f l h d L T T 2 * (T D) • Length of long chord =L =T₁T₂ = 2 * (T₁ D). • From triangle T₁DO, 20 September 2013
- 44. Elements of Simple circular curve 4) External Distance ( E ): or Apex distanceElements of simple circular curve • In the figure VC is an external distance. •External distance = E= VC= OV –OC Length of • From triangle VT₁O. E= OV‐OC ( OC = R) 20 September 2013
- 45. Elements of Simple circular curve • 5) Mid ordinate ( M ): = Distance – CD •Also known as versed sine of the curve. • Mid ordinate =M= CD= OC‐OD • From ∆T₁DO From ∆T₁DO • M = OC‐ OD • 20 September 2013
- 46. Setting out of single Circular curve • First step‐ Locate tangent point •‐ By tape measurements. ‐Intersection of both tangents point V‐ Point of intersection. ‐ Set theodolite at V and measure angle Ø Ø ‐ Ø ( Measure by theodolite) ‐ Calculate tangent length ‐ Fix point T₁T₂ 20 September 2013
- 47. Setting out of single Circular curve • Chainage of tangents: •‐ Point A is the starting point of chain line • Chainage of point V, B, D are measured from point A. p • ‐ Chainage of T₁ = Chainage of V‐ T ( Tangent length) • T Chainage of T + Length of curve (l) • T₂ =Chainage of T₁ + Length of curve (l) 20 September 2013
- 48. Setting out of single Circular curve N l hd d S b h d • Normal chord and Sub chord: • ‐For alignment pegs are driven. h di b i ll 20 • The distance between two pegs is normally 20m • Peg station are called main stations. • The chord joining the tangents point T₁ and the first main peg station is called First sub chord. All th h d j i i dj t t ti • All the chord joining adjacent peg stations are called full chord or normal chord. • The length of normal chord is 20 mt • The length of normal chord is 20 mt. • The point joining last main peg station and tangent T₂ is called last sub chord T₂ is called last sub chord. 20 September 2013
- 49. Methods of Setting out of single Circular curve • Two Methods • 1) Linear Methods •2) Angular Methods. • 1) Linear Methods ( ) ff d f h l h d • ‐ (i) By offsets or ordinate from the long chord. • (ii) By successive bisection of arcs or chords. • (iii) By offsets from the tangents. • (iv) By offsets from the chord produced (iv) By offsets from the chord produced. 20 September 2013
- 50. (i) By offsetsor ordinate from the long chord. R = Radius of curve R = Radius of curve O0 = Mid ordinate Ox = Ordinate at distance x T1, T2 = tangents point L = Length of long chord. 20 September 2013
- 51. (ii) By successivebisection of arcs or chords. • T1 T2= L • T1‐T2= L • T1‐C = L • T2‐C = L • C‐C1, C‐C2=L , • C1‐T1, C2‐T2=L 20 September 2013
- 52. (iii) By offsetsfrom the tangents. • Two types • Radial offset Perpendicular offset p 20 September 2013
- 53. Angular Method • Usedwhen length of curve is large • More accurate than the linear methods • More accurate than the linear methods. • Theodolite is used • The angular methods are: 1) Rankine method of tangential angles. OR One theodolite method 2) Two theodolite method. 20 September 2013
- 54. Obstacles in settingout simple curves • Case –I -When P.I. is inaccessible C II Wh P C i i ibl • Case –II -When P.C. is inaccessible • Case –III -When P.T. is inaccessible • Case –IV - When both P.C. and P.T. is inaccessible. • Case –V - When obstacles to chaining. 20 September 2013
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- 56. Requirement of transitioncurve • Tangential to straight M t i l t ti ll • Meet circular curve tangentially • At origin curvature should zero. • Curvature should same at junction of circular curve. • Rate of increase of curvature = rate increase of super elevation. p • Length of transition curve = full super elevation attained elevation attained. 20 September 2013
- 57. Purpose of transitioncurve p • Curvature is increase gradually. • Medium for gradual introduction of • Medium for gradual introduction of superelevation • Provide Extra widening gradually • Provide Extra widening gradually • Advantages • Increase comfort to passenger on curve • Increase comfort to passenger on curve • Reduce overturning • Allow higher speed • Less wear on gear, tyre 20 September 2013
- 58. Types of transition curve • Cubic parabola • Forrailway • ‐ For railway • Spiral or Clothoid ‐ Ideal transition ‐ Radius α Distance • Lemniscates ‐ Used for road ‐ Used for road 20 September 2013
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- 60. Length of verticalcurve Length of vertical curve • Total change of grade Total change of grade • Length of vertical curve =‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ • Rate of change of grade • Rate of change of grade • g2 – g1 • = ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ • r • g1, g2 = Grades in % • r = Rate of change of grade 20 September 2013