B. R. Nazarov oliy geodeziya

5.2-jadval
	914 grunt reperidan 948-grunt reperigacha											Sana: 15.05.2013.
	Ish sharoiti: grunt qumloq,								Ish boshlanishi: 7^00					Ish tugashi:temiryo‘l chekkasi 11^00
									Tasvir: Aniq.					Shamol: sokin.
	Shtativ		Dalnomer iplari bo‘yicha						Bissektor iplaridan sanoqlar (0,5 dm)
		Bog‘lash
			sanoqlar (0,5 dm)
	N, reyka­								Asosiy shkala					Qo‘shimcha shkala					Nazorat
		chizmasi
	lar N
			OR/u	Ol/d					R		B		R			B
	1	2	3	4	5				6		7		8			9		10
126	1		12,75(1)	27,72(5)	OR				14,2(3)		43(4)		73,4(11)			99(12)		59,256
	1-2	914-grunt	15,60(2)	30,59(6)	Ol				29,2(7)		31(8)		88,4(9)			86(10)		59,255
	t=+17°	reper	285(21)	287(22)	Or-Ol				-15,0(13)		+12(14)		-15,0(16)			+13(17)		-1/-1(19)
			-14,98(24)	-2/-2(23)	i
									-14,988(15)					-14,987(18)
	2		15,95	35,32	OR				21,0		0		80,2			54		59,254
									40,3		73		99,6			24
	2-1		25,96	45,32	Ol													59,251
									-19,3		-73		-19,4			+30
			1001	1000	O -O		l
			19,36	+1/-1	ri													-3/-4
									-19,373					-19,370
			18,40	25,46	OR				24,4		22		83,6			72
									31,4		89		90,7			41		59,250
	3		30,35	37,42	Ol				-7,0		-67		-7,1			+31		59,252
	1-2		1195	1196	Or-Ol													+2/-2
			-7,06	-1/-2
					i				-7,067					-7,069

			26,01			19,48		OR		30,2		20		89,4						71			59,251
										23,6		93		82,9						42
	4		34,31			27,78		Ol
										+6,6		-73		+6,5						+29			59,249
	2-1		830			830		Or-Ol
																							-2/-4
			+6,53			0/-2				+6,527				+6,529
								i
	5		36,32			17,60		^OR		42,8		87		102,1						40			59,253
	1-2		49,37			30,63		^Ol		24,1		56		83,4						06			59,250
			1305			1303		Or-Ol		+18,7		+31		+18,7						+34			-3/-7
			+18,73			+2/0		i
			39,01			52,31		^OR		45,2		03		104,4						47
	6									58,4		91		117,7						36			59,244
	2-1	948-grunt	51,28			64,55		Ol		-13,2		-88		-13,3						+11			59,245
	t=+18°	reper	1227			1224		Or-Ol															+1/-6
										-13,288				-13,289
127			-13,28			+3/+3		i
						914-grunt reperdan 948 repergacha hisoblash
								ΣOR		177,8(Σ3)		175(Σ4)		533(Σ4)						383(Σ12)
			5843(Σ21)			5840(Σ22)+		ΣOl		207,0(Σ7)		433(Σ8)		562,7(Σ9)						235(Σ10)
										-29,2(13)		-258(14)		-29,6(16)						+148(Σ17)
						+3
								ΣOr-Ol															-6
								Σi		-29,453(Σ15)				-29,452(Σ18)
(Σ21)+(Σ22)=11683( ½ mm)=5,8415 m											ho‘r=-29,455( ½ dm)
Dalnomer koeffitsienti = 100									o‘lchangan nisbiy balandlik h'=-29455(½dm)=
L=0.6 km; n=6 to‘r = +17,8°											=-14,7275 dm = -1,4728 m.
										Reykalar juftining o‘rtacha uzunligiga
								tuzatma δh = +0,1 mm. Tuzatilgan nisbiy								balandlik h = -1.4727 m.

dalnomer ipidan sanoq (5), pastki ipdan sanoq (6) olinib, jurnalga­ yoziladi. Adilak pufakchasining holati aniqlab olinib bissektor asosiy shkalaning yaqin shtrixi bilan tutashtirilib reykadan sanoq olinib (7) va barabandan sanoq olinib (8) yoziladi, keyin truba oldingi reyka qo‘shimcha shkalasiga qaratiladi va reykadan sa­ noq (9), barabandan sanoq (10) olinib yoziladi; shundan keyin orqadagi reykani qo‘shimcha shkalasiga truba qaratilib reyka­ dan sanoq (11) va barabandan sanoq (12) olinib jurnalga yo­ ziladi. Shu bilan kuzatish stansiyada tugatiladi va hisoblashlar­ ga o‘tiladi. Asosiy shkalalardan dalnomer iplari bo‘yicha olingan sanoqlar ayirmasi hisoblanadi, ya’ni nivelirdan orqadagi reyka­ gacha va oldingi reykagacha masofalar hisoblanadi: (21)=(2)–