LEVEL FIELD BOOK

• It is the book used for entering the staff readings and reduced levels of various points.
• For computation of reduced levels of various points, two methods are used :
  (a) Height of instrument / height of collimation method.
  (b) Rise and fall method

Height of Instrument Method (Height of Collimation Method)

• The height of collimation is determined by adding the staff reading, which must be a backsight to the known reduced level of the point on which the staff stands.

HI Method/ Height of collimation method
Station (1)	BS (2)	IS (3)	FS (4)	HI (5)	RL (6)	Remarks (7)
A	1.350			101.350	100	BM
B			2.150	101.350	99.2

• The first reading is always back sight.
• The last reading is always fore sight.
• Station at which both BS and FS readings are taken implies that it a change point i.e. instrument is shifted after taking the BS.
• Arithmetic check : After computation of all the levels, the following arithmetic check is applied :

Rise and Fall Method

Rise and Fall Method
Station (1)	BS (2)	IS (3)	FS (4)	Rise (5)	Fall (6)	RL (7)	Remarks (8)
A	1.350					100	BM
B			2.150		0.8	99.2

 

• The first four and last two columns are exactly same as HI method.
• Here instead of column for HI, two columns of rise and fall are there.
• Here rise or fall of each station is determined w.r.t. previous station.
• Arithmetic check : After computation of all the levels, the following arithmetic check is applied :

Note:

Use of Inverted Staff

When the point, whose elevation is to be found, is much above the line of collimation (e.g. projection from the face of a building, underside of beams, girder and arches etc.), the staff is placed inverted with its zero end touching the point.

The inverted staff reading is booked in the relevant column of the level book with a negative sign such that when reducing this reading from the height of collimation of the level we get,

R.L of soffit = 67.3 – [–3.25] = 70.55 m

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