Soil and Water Conservation Engineering PDF (HINDI,ENGLISH,BOOK,PPT,WORD,QUIZ)

Soil and Water Conservation Engineering  PDF (HINDI,ENGLISH,BOOK,PPT,WORD,QUIZ)

 Preface to Soil and Water Conservation, Causes of soil  corrosion. description and agents of soil  corrosion, Water  corrosion Forms of water  corrosion. Gully bracket and control measures. Soil loss estimation by universal Soil Loss Equation. preface to contouring, strip cropping. figure bund.  canted bund and bench terracing. Lawn water ways. Water harvesting and its  ways. Wind  corrosion- principle of wind  corrosion control and its control measures. Familiarization with centrifugal pumps,  dimension of irrigation water, water  vehicle system and familiarization with pressurized irrigation  styles. 

 Surveying –  description and  objects of  check, primary divisions of surveying, geodetic and aeroplane checks, bracket, uses of  checks.  

1. Surveying It's the art of determination of vertical distances, differences in elevation, directions, angles,  locales, areas and volumes on or near the  face of the earth. It involves the  dimension and recording of the size and shape( including the  perpendicular shape) of an area on the earth ‟ s  face. The process of  check divided into two  corridor  
a) Field work- taking  measures  
b) Office work- computing and drawing  Object of  check The primary object of  check is the medication of plan or chart. The results of  checks when colluded and drawn on paper constitute a plan. A plan is, the representation to some scale, of the ground and the objects upon it as projected on a vertical aeroplane which is represented by the aeroplane of the paper on which the plan is drawn. The representation is called a chart, if the scale is small.However, it's called a plan, If the scale is large. On plan, only vertical distances are shown. The scale of a chart is the fixed relation that, every distance on the chart bears to the corresponding distance on the ground. Suppose, if one cm on a chart represents 5 m on the ground, the scale of a chart is 5m to 1 cm.  Primary division of surveying  

Surveying may be divided into two general classes  

a) Geodetic surveying  
b) Aeroplane surveying  Geodetic surveying  It's also called trigonometrical surveying. The object of a geodetic surveying is to determine the precise positions on the  face of the earth of a system of extensively distant points and the  confines of areas. In this  check, the  curve of the earth is taken into account, since large   distances and areas are covered. Artificial earth satellites have come into wide use in this  check.  

Aeroplane surveying  

In this  check, the earth ‟ s  face is considered as a aeroplane The  curve of the earth is n't taken into account, as the  checks extend only to small areas. The line joining any two points as a straight line, and all angles are aeroplane
             angles. checks  typically carried out for the  position and construction of roads,  conduits and,  structures. In general, the  checks necessary for the  workshop of man are aeroplane
              checks. 1.3 Bracket checks may be classified in a variety of ways. 

I. Bracket grounded upon the nature of the field of  check

( a) Land checks.( b) Marine or Navigation checks.( c) Astronomical checks. 

II. Bracket upon the object of  check

( i) Archaeological  checks.
( ii) Geological checks for determining different strata in the earth ‟ s crust.
( iii) Mine checks for exploring mineral wealth  similar as gold, coal, etc.
( iv) service checks for determining points of strategic  significance both  obnoxious and protective. 

III. Bracket grounded upon the  styles employed in  check

( a) Triangulation checks.
 b) Traverse checks.

 IV. Bracket grounded upon the instrument employed

( i) Chain checks.
( ii) Theodolite checks. 
 iii) Tacheometric checks.  
iv) Compass checks.
( v) Aeroplane Table checks.
( vi) Photographic and Upstanding checks.  
5  Agrarian surveying It's a simple aeroplane surveying. It includes laying out figure and  sundeck lines for soil conservation, drainage lines, profile lines for land leveling and  gutter lines for irrigation, calculating field and  ranch areas and laying out  ranch  structures and roads. 1.5 Uses of  check The planning of all engineering and construction  systems extending over large areas,  similar as  roadways, railroads, irrigation, water  force etc., are grounded upon elaborate and complete  checks.  
6  Lecture 2  Instruments used in chain  check- constructional details of metric chain, metallic and  sword  videotapes, ranging rods, arrows,cross-staff,  optic square,  raised  posy and pegs.  Chaining It's the  system of measuring distance with a chain or tape recording. Of the  colorful  styles of determining distance, chaining is the most accurate and common  system. For work of ordinary  perfection, a chain is used. But, where great  delicacy is  needed, a  sword tape recording is always used. 2.1 Instruments used in Chain  

check Instruments used for measuring distances  

1. Chain  2. Tape recording  Instruments used for marking  check stations  1. Ranging rod  2. neutralize rod  3. Laths and whites  4. Pegs  Instruments used for setting right angles  1. Cross staff  2. optic square  Other instruments  1. Arrow  2. raised  posy  Chain  The chain is composed of 100 or 150 pieces of links, made up of 4 mm periphery  electrified mild  sword  line. 

The ends of each link bent into a  circle and connected together by means of three round rings which offered inflexibility to the chain and make  lower liable to come kinked. The joints of the links are  generally open, but in the stylish chains they're welded so as to render the chain less liable to stretching. The ends of the chain  handed with brass handles for dragging the chain on the ground, each with a swivel joint, so that the chain can be turned round without  wringing. The length of a link is the distance between the centers of the two  successive middlerings. 
The end links include the handles. Metallic  markers or  pointers of distinctive pattern are fixed at  colorful distinctive points of the chain to compliment quick reading of bit of a chain in surveying  measures. 2.1.2 Metric chain IS 1492- 1956 covers  demand of chains in metric units. The chains are made in length of 20 and 30  measures. 



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