{"product_id":"9789355855718","title":"SURVEYING K Scheme (II - Mech. - 312339)","description":"\u003cp\u003eSyllabus \t Surveying - (312339)  Learning Scheme\t    Credits\tAssessment Scheme Actual Contact Hrs.\/Week\t   SLH\t   NLH\t\t  Paper Duration\t  Theory\t Based on LL \u0026amp; TL\t Based on SL\t Total Marks  CL\t TL\t LL\t\t\t\t\t\tPractical\t\t \t\t\t\t\t\t\tFA-TH\tSA-TH\tTotal\tFA-PR\tSA-PR\tSLA\t \t\t\t\t\t\t\tMax\tMax\tMax\tMin\tMax\tMin\tMax\tMin\tMax\tMin\t 3\t-\t4\t1\t8\t4\t3\t30\t70\t100\t40\t25\t10\t50\t20\t25\t10\t200  Sr. No.\tTheory Learning Outcomes(TLO's) aligned to CO's.\tLearning content mapped with Theory Learning Outcomes (TLO's) and CO's. 1.\tTLO 1.1\tExplain the given basic principles of surveying. TLO 1.2\tClassify the survey based on purpose, instruments used and nature of field. TLO 1.3\tUse the conventional sign and symbols for preparing the plan of a given land. \tUnit - I\tOverview and Classification of Surveying 1.1\tSurveying : Introduction, Purpose, use and Principles. 1.2\tTypes of surveying - Primary and Secondary classification, Plane, Geodetic, Cadastral, Hydrographic, Photogrammetry Aerial, Layout survey, Control survey, Topographical survey, Route survey, Reconnaissance survey. 1.3\tConventional sign and symbols. (Chapter - 1) 2.\tTLO 2.1\tDescribe the procedure of finding the distance between two given inter-visible and invisible survey stations. TLO 2.2\tExplain the given Survey line and survey station used in survey. TLO 2.3\tExplain the methods of ranging. TLO 2.4\tCalculate the area of open field using chain and cross staff survey. TLO 2.5\tDefine Geographic \/True Magnetic and Arbitrary Meridians and Bearings, Meridian and Bearing. TLO 2.6\tConvert the Whole circle bearing to reduced bearing system and vise versa. TLO 2.7 Calculate internal and external angle from bearing of line. TLO 2.8\tDetermine the correct bearing from given Data. TLO 2.9\tApply Bowditch's rule to complete the traverse of given land.\tUnit - II   Cross Staff and Compass Surveying 2.1\tLinear Measurement Instruments : Metric Chain, Tapes, Arrow, Ranging rod, Open cross staff (IKS). 2.2\tChain survey Station, Base line, Check line, Tie line, Offset, Tie station, Types of offsets : Perpendicular and Oblique. 2.3\tRanging : Direct and Indirect Ranging. 2.4\tArea Calculations of field by cross staff(Numerical problems). 2.5\tCompass Traversing : open, closed. 2.6\tTechnical Terms : Geographic \/True Magnetic and Arbitrary Meridians and Bearings, Meridian and Bearing. 2.7\tWhole Circle Bearing System and Reduced Bearing System. Numerical on conversion of given bearing to another bearing (from one form to another), Fore Bearing and Back Bearing. 2.8\tCalculation of internal and external angles from bearings at a station. 2.9\tComponents of Prismatic Compass and their Functions (No sketch) Temporary adjustments and observing bearings. 2.10\tLocal attraction, Methods of correction of observed bearings-Correction at station and correction to included angles. 2.11\tMethods of plotting a traverse and closing error, Graphical adjustment of closing error.  (Chapter - 2)    3.\tTLO 3.1\tExplain the given components of a transit Theodolite. TLO 3.2\tExplain the relationship between the given fundamental axis of theodolite along with typical characteristics. TLO 3.3\tDescribe the procedure to measure the horizontal Angle using Theodolite for the given situation. TLO 3.4\tDescribe the procedure to measure vertical angles using Theodolite for the given situation. TLO 3.5\tCompute Latitude, Departure, Consecutive      coordinates. Independent coordinates from the data given. TLO 3.6\tDetermine the type of traverse by undertaking relevant check in the given situation. TLO 3.7\tCalculate the bearing from given angles. TLO 3.8 Apply Bowditch’s rule along with Transit rule to balance the traverse for a given data. TLO 3.9 Prepare Gale’s Traverse table for the given data.\tUnit - III   Theodolite Surveying 3.1\tTypes and uses of Theodolite; Component parts of transit Theodolite and their functions, Reading the Vernier of transit Theodolite. 3.2\tTechnical terms - Swinging, Transiting, Face left, Face right. 3.3\tFundamental axes of transit Theodolite and their relationship. 3.4\tTemporary adjustment of transit Theodolite. 3.5\tMeasurement of horizontal angle-Direct and Repetition method, Errors eliminated by method of repetition. 3.6\tMeasurement of vertical Angle. 3.7\tTheodolite traversing by included angle method and deflection angle method. 3.8\tChecks for open and closed traverse, Calculations of bearing from angles. 3.9\tTraverse computation-Latitude, Departure, Consecutive coordinates, independent coordinates, Balancing the traverse by Bowditch’s rule and Transit rule, Gale’s Traverse table computation.(Chapter - 3) 4.\tTLO 4.1\tExplain the terms Level surfaces, level line, Horizontal and vertical surfaces, Datum, Bench Marks - GTS, Permanent, Arbitrary and Temporary, Reduced Level, Line of collimation, Back sight, Fore sight, intermediate sight, Change point, Height of instruments. TLO 4.2\tExplain the Construction of given levelling equipment with its silent features. TLO 4.3\tExplain the temporary adjustments of dumpy level. TLO 4.4\tCalculate Reduced Level of the given station using relevant method of surveying. TLO 4.5\tJustify the relevant types of levelling with examples. TLO 4.6\tInterpret the contour maps for the given type of topography. TLO 4.7\tDescribe the characteristics of contours for the given terrain.\tUnit - IV   Levelling and Contouring 4.1\tTerminologies : Level surfaces, level line, Horizontal and vertical surfaces, Datum, Bench Marks - GTS, Permanent, Arbitrary and Temporary, Reduced Level, Line of collimation, Back sight, Fore sight, intermediate sight, Change point, Height of instruments. 4.2\tTypes of levels : Dumpy, Auto level, Digital level, Fundamental axis of Dumpy Level. Temporary adjustments of Level. 4.3\tTypes of Levelling Staffs : Self-reading staff and Target staff. 4.4\tReduced level by Plane of collimation method and Rise\/ Fall Method. 4.5\tFnd the R.L. by H.I. method with necessary checks (Numerical problems). 4.6\tFind the R.L by Rise and Fall method with necessary checks. (Numerical problems). 4.7\tTypes of Leveling : Simple, Differential, Fly, Profile and Reciprocal Levelling. 4.8\tContour, contour interval, horizontal equivalent. 4.9\tContour maps : Characteristics and uses of Contour maps. 4.10\tMethods of Locating Contour : Direct and Indirect.  (Chapter - 4) 5.\tTLO 5.1\tExplain the functions and use of the given type of accessories of a plane table. TLO 5.2\tDescribe the method of orienting the plane table in a given situation. TLO 5.3\tSelect the relevant method of plane tabling for a given situation.\tUnit - V   Plane Table Surveying 5.1\tPrinciple of plane table survey. 5.2\tAccessories of plane table and their use, Telescopic alidade. 5.3\tSetting of plane table; Orientation of plane table - Back sighting and Magnetic meridian method. 5.4\tMethods of plane table surveys - Radiation, Intersection and Traversing. 5.5 Merits and demerits of plane table survey. (Chapter - 5)\u003c\/p\u003e","brand":"Technical Publications","offers":[{"title":"Default Title","offer_id":48024570495268,"sku":"9789355855718","price":168.0,"currency_code":"INR","in_stock":true}],"thumbnail_url":"\/\/cdn.shopify.com\/s\/files\/1\/0671\/3661\/8788\/files\/9789355855718_1.jpg?v=1707204534","url":"https:\/\/bookstation.in\/products\/9789355855718","provider":"BookStation","version":"1.0","type":"link"}