אאא
اﻟﻤﺆﺳﺴﺔ اﻟﻌﺎﻣﺔ ﻟﻠﺘﻌﻠﻴﻢ اﻟﻔﻨﻲ واﻟﺘﺪرﻳﺐ اﻟﻤﻬﻨﻲ אאאא
١٠٢
١٠٢
א
W،،אא،א
אאאאאאאאאא א א ،א א א א א א אאאאאא Wאאאאאא K אאא אאאאאאא א ،א אא א א א א א א א ، א،אאאא אאאאאאאאאאאאא א א ،א Kאא،אא א? ?? ?אא Kאאאאאא אאאאאאא ،א،אאאא Kאאאאא W א א א א Kא
אאאא
١٠٢
א
،אאאא
אאאאאא، אאאא אא K אא
א אאאאאאK
אאאאאאאא
Kאאא
א ، ،אאא
אאאאאאאא
Kאאאאאאא
א א א
WאKאא
אאא אא •
Kאאאאא
Kאאאאאאאא •
אאאאאא א אא • Kא
Kאאאאאאאאא •
Kאאאאאאא •
אאאאאאא •
אאאאאאאא
Kא
١٠٢
א
Kאאאא• א
אאאאאא• א . אאאא
אאא אאאא Kאאא
אא א אאאא
Kאאאא
אאא
اﻟﻤﺆﺳﺴﺔ اﻟﻌﺎﻣﺔ ﻟﻠﺘﻌﻠﻴﻢ اﻟﻔﻨﻲ واﻟﺘﺪرﻳﺐ اﻟﻤﻬﻨﻲ אאאא
א
١
א
אא
١٠٢
א
א
Wאא אאאאא،אא Kאאאאאא
Wאא Wאאא K• א Kאא •
Kא• א
Kאאא• א Kאא• א Kאא •
.%100אאאWאאא ٤Wאא
Wאא Kא •
Wאא K١J א
-١-
אא
١٠٢
א
א
א א .1
אאאאאאאאא
אאאאאא
אאאK
אאאאאא
אאאאאאאאא
، אאאאאאא
Kאאאא
אאK א
אאא،אא
אאא
Kאאאאא
אא .2
Wאאאא Kאאא • Kאא • Kאא •
Wאא
אאאא • Kאאא •
-٢-
אא
١٠٢
א
א
א.1.2
Field Surveyingא
Aerial SurveyingKאאKא Kאא
Field Surveyingאא
אאאאאאאא
Kאא
KEאFאאאא Plane Surveyingא• א
אאאאאא
אאאא א
אא، אאאא Kאא٢٥٠אא
Wאא
Kא •
Kאאאא • Kאאא •
אאאא אאאא
Kאאא
-٣-
אא
١٠٢
א
א
Geodetic Surveying ()אא• א
אאא
אא
אK אאאאא
אאEאF Kאאאא،אאא
Aerial Surveying א א-ب
א، אאאאא
אא، א א
Wא
אאא א• א
Kא
אאא• א
אאאאאאאא• א אאאא אK א
אאאאאא Kאאאא
א א-ﺟـ
אאאאאא
E אFאאאאא، א .אאא،אאאאא
-٤-
אא
١٠٢
א
א
אא .2.2
אאאאאא
W
Topographic Surveying
אא א-أ
אאאאא
אGround Control Points אאא،א
Kאאאאא
Cadastral Surveying
א א-ب
אאאא אא אא
אאאא אאאאאא Kאא
Route Surveying אא -ﺟـ
אאאאא
אאאאאאאא
Kא
Hydrographic Surveying אא א-د
אאאאאאא
אאאאאא
KאאאאאאאKאאא
-٥-
אא
١٠٢
א
א
Mine Surveying א -هـ
אאאאאאאא
Kאא
Engineering Surveying א א-ﻣـ
אאאאאאא
KKK،،E،Fא،Eא،،Fאא
KאאאאWא
.3
א אאאא
KKKאאאאאאאא
Wא
Ellipsoid of Revolutionאא• א
א אאאאאא
Kאאאאאאאא Plumb Bob• א
אE אאFא
אאK אאאא אא
،אאאאאאא
אאK אאאאאאא
،،אאאאא Kאא
-٦-
אא
١٠٢
א
א
Vertical Line א• א
אאאאאאאא
،אאK א،א
אאאאאאא
אאKאאא KEאאאאFאאא
Horizontal Lineא• א
אאאאאאאא
KאאאאאKא Horizontal plane א• א
K אאאאאאאא
Kא Vertical Plane א• א
Kאאאאאאאאא
Kאא Level Surfaceא• א
Kאאאאא Level Line א• א
Kאאאאא
-٧-
אא
١٠٢
א
א
Horizontal Distance א• א
א אאאא
K
Vertical Distance א• א
Kאאאאאא Horizontal Angle אא• א
אאאאאאאא
Kא
Vertical Angle אא• א
אאK אאאא
K אאאאא Kאאא Zenith Angle אא• א
אאאאאאאאאא
K180א
Elevation of a Point •
אאאא
Kא
-٨-
אא
١٠٢
א
א
Elevation Difference א •
אא،אאאאא
Kאא
א א.4
Wא
E Fאא א
אא
אא אאK אא
אאאא
אא،אאאאKאא
אאאא
אKאאאאא
אאאאאאאאא
K
אאא ،אאKא א،E Fא
אFא،E אF KEא،
-٩-
אא
١٠٢
א
א
אאא א.5
Wאאאאאאאא
Kאא-1
אאK אאאא Kאא
אאK -2 Kאאאא
אאE،،Fאאא-3 KאאאKאא
אאאאאאא
אא K אאא Kאאאאא
אאאאאא
Kאאאאאא
אאK6 א א1.6
אאW א
، אאאא، אK א
E،Fאא، אE،،Fאאא
K EFאא، א
- ١٠ -
אא
١٠٢
א
א
אאאא
Kאאאא
Units of Measurement אא .٢٫٦
אאאאאאאאא
K אאאאא K אאא אאאאאאאאא
אאאאאאK10000
אאא، E F١٢אאאא
אאא אK ٥٢٨٠אK א אא אאאאK ٤٣٥٦٠א
English Fאאאאא ٢٫١ و א١٫١אKא
KEMetric SystemFאא(System
EאאאFאאאאאא :1.1א
אא 1 Kilometer = 1000 meters 1 meter =100 centimeters 1 centimeter = 10 millimeters 1 decimeter = 10 centimeters
אא 1 mile = 5280 feet 1 mile = 1760 yard 1 mile = 320 rods 1 mile = 80 chains 1 foot=12 inches 1 yard= 3feet 1 rod=16.5 feet 1 chain=66 feet 1 chain =100 links 1 foot=0.3048 m 1 km=0.62137 miles 1 inch=25.4 mm
אאא
Units of length measurement
- ١١ -
אא
١٠٢
א
א
EאאאFאאאאאא :2.١א
אא
אא
1hectare (ha)= 1000 m2 1 square kilometer =1000000 m2 1 square kilometer = 100 hectares 1 hectare = 100 ares
1 acre = 43560 ft2 1 acre=10 square chains 1 are = 100 m2 1 hectare=2.471 acres 1 km2=247.1 acres
Cubic centimeter, Cubic meters
Cubic inch, Cubic feet, Cubic yard
אא Units of area measurement
אא Units of Volume measurement
1 revolution = 360degrees 1 degree=60 minutes 1 minute=60 seconds
revolution = 360degrees 1 degree=60 minutes 1 minute=60 seconds
אאא
Units of angles measurement
אאKאאאאאאא
WאאKאאא
٩٠אאא٣٦٠אאא• א
אDEGאאאאK
KDegree
١٠٠אאא٤٠٠אאא• א אGRAאא
KאGradient
- ١٢ -
אא
١٠٢
א
א
אπ2 π אאאאא• א Kא π אאאאא،אא 2
אאאא.٣٫٦ .אאא،אא،אא א:٣٫١ א א
2π
400
360
אא
π
200
180
א
π/2
100
90
אאא
π/4
50
45
א
60אאאאWאאא : K60אאא
1.11111Zאא
54Z 0.9Zאא
57°17'45" Z57.29578Zאאא
אא .7
אאאא،אא
אK אאאאאאא
אאאאאא אאא אאאאKא
אאK אאא א אK אא Kאאאאאא - ١٣ -
אא
١٠٢
א
א
Wאא
אא.1.7
אאאא، אא א
،אא אאאא،א אאאאאאאא Kאאא
א.2.7
א אאאא
אאאאK א אאK אא אא אאאא
KאאאאאKא
אא .٣٫٧
אאאאא
K אא אאאK א Kאא
אאאאא.٤٫٧
אאאאKאאא
אאK אאאאא
אK אK אאא
K אאא
אא אא،אא
אK אאא، - ١٤ -
אא
١٠٢
א
א
Kאאאאאאא
Kאאאאא
- ١٥ -
אאא
اﻟﻤﺆﺳﺴﺔ اﻟﻌﺎﻣﺔ ﻟﻠﺘﻌﻠﻴﻢ اﻟﻔﻨﻲ واﻟﺘﺪرﻳﺐ اﻟﻤﻬﻨﻲ אאאא
אא
אא
٢
אא אא
١٠٢
א
KאאאאWאא
Wאא Wאאאא א •
Kא• א Kא •
K٪100אאאWאאא ٥Wאא
Wאא Kא • Kא •
Kא •
Wאא .١–א
- ١٦ -
אא אא
١٠٢
א
.1
אאאאאא
אKאאאאKא
אאאאאאא
אאאאא ،א אאאאאK א
א، אאא Kאאאא
Measurement of horizontal distance
אא .2
Wאאא
Direct Method א א.1.2
K אא،א
א، אאאא אאאאא
Kאא
Kא1.2 א
אאאאW1.2 א - ١٧ -
אא אא
١٠٢
א
Indirect Method א א.2.2
אאאאאאאא
Wא Hאא θ אאאאא Sאא
H = S . Cos θ
: ١
Kאאא 141.2162.2ا .Hאא
אאאאאW2.2א Cos θ = H
Wא
S
،
אאJ H H = S .Cos θ =141.216 x Cos 1° 20′ = 141.178 m
אא- S
א ،(٣٫٢ )א א ا א א א -ب Wאאא(S)אא(h)אא
- ١٨ -
אא אא
١٠٢
א
אאאאא : ٣٫٢א H 2 + h 2 = S2
H 2 = S2 - h 2
H = S2 - h 2 אא אאאא ٤٫٢ א: ٢ ﻣــﺜﺎل Kא
אאאא:4.2א
: א
Wאא H 2 + h 2 = S2
H = S2 - h 2
WH
H = 253.1012 - 3.7212 H = 253.074 m
- ١٩ -
אא אא
١٠٢
א
.אאאאאא -ﺟـ
EhFאEθFאאאאא
WאאE5.2אF
EhFאEθFאאאאאW5.2א
Cotan θ =
H h
H = h .Cotan θ
.() ( Cotan )
אאאאאא٦٫٢ א:3
Kא
אאאא: 6.2א
Wא
θ = 0.85937° h= 1.5 m - ٢٠ -
WHאא
אא אא
١٠٢
א
H = 1.5 .Cotan 0.85937 = 113.268 m
Methods of measuring distances א .٣
אאאא
אאאאאאא WאאאאKא
(pacing) אאא .1.3
אאאאא
. אאאאאאא א
K אאאאאא
אK אאאאאא
אא אא
אאאאאK
אאא אEאF
אאאאאאא אא Kאא
Passometerאא،אאא
אאא אPedometerאאK
אאאאא
אאK אאא
KKאאאאK Kאאאא
K1/1001/50אאאא
K אאא - ٢١ -
אא אא
١٠٢
א
אאא
Kאאאא
(Tapes) אא א
.2.3
אK א אאא
Kאא
א א- أ
אא(Bronze)אאא
אMetallic Tapeאאאא(Copper)א(Brass)
אK אאאאאא ٥٠،٣٠، ٢٥،٢٠،١٥،١٠אא
אאאאאK ١–١{٥א
א(Feet)אא(Inches)אא،אאא אKא אא
Wאא
- ٢٢ -
אא אא
١٠٢
א
• •
אאאאאא • Wאא
אאאא• א
א K
א א-ب
אא אאאא
אא،אאאא ١٠٠٣٠אאא١٠٠٠א٣٣٠٠١
אאK ١٠{٥אאא
אאאאאא א(Inches)אא אא
K(Feet)
Wאא
אא • Kאאא •
Invar Tape א -ﺟـ
אאאא
אEF٪35Nickelא٪65Steel א
10030א6אאאKאא
אאאאKEא100אF .(Triangulation)אאאא
- ٢٣ -
אא אא
١٠٢
א
א א-د
אא،אאא -1 Kאא
Kאאאא -2
Kאאאאאאא -3
א א-4
Kאא
(א) א -هـ
א-1
אא אאא
Kא
א -2 אK א
Kא אא א-3
אאK אא אאאא
אאאK אאאאאאא
אאFKאאאאאאא
אאאאאEW אא Kאא
- ٢٤ -
אא אא
١٠٢
א
Equipment used for taping אאא א.٤ Wא Plumb Bob• א
אאאא
KאE Fאא
אא، אא،אאאא
אאאאאא
Kא
אא
Kאאאאאאא Range Polesא• א
٣32אאא
K אא٦
- ٢٥ -
אא אא
١٠٢
א
E אאאאFאאא א
אאאא،אא
אK אאאא
K א אאאא Kאאאאאאא Taping Pinsא •
4020 ٦3א
Kאאא
אאאאא
Kא
- ٢٦ -
אא אא
١٠٢
א
Pegs • א
אאE٧٫٢אFאא
، א 3020٦3 Kאאאא
،אאאאאא
20.5אאאאא
K٣٠١٠
: 7.2א
Level אאא• א
אא אאא
E٨٫٢אFאאאאאאא
KאאאאאאKא
- ٢٧ -
אא אא
١٠٢
א
אאאא : 8.2א
(א) אאאא •
אאאאא
אאאאא אאאאאאאאאKא
W(TheodoliteF (ClinometerFא
J
אאאK אאאא א
אאK אאא
אאאא،א
אאK אא
אאאאאאאאאא
אאKאא
אאא ،אא
אאאאאאאאאאKא - ٢٨ -
אא אא
١٠٢
א
אאאאאאאא
Kא
אאאא אאא
،אאא،אאאא
،אאאא WאאאKאאא אאאאא •
אאאאAאא • Kא
אאאאא • אאאאא •
Kאאאא
The Abney LevelאJ
אK אא
אאא אא אאאK אאא
אאאאאEאFאאא א KאאאKאאא
אא א.٥ Wא • Kאאאא
- ٢٩ -
אא אא
١٠٢
א
• אאאאאאאאא
Kאאא •
אאא
K
א א.١٫٥ Wאאאאא : א 198אאא10
Kא
Wאא 20Zאא 19.90Zאא 198Z אא ؟Zאא
- ٣٠ -
ﻣﺘﺮ197.01 = ⇐ س
19.9 س = 20 198
אא אא
١٠٢
א
א א ) אאאא א א اﻟﻨﺎﺷﺊ א.2.5 Correction for Temperature (אא
Wאאאא ( د- ١ )دα = ﺣـ
W אאJ
אאאJ ١
אא J
K10-6x١١{٢אJ α אאא א.٣٫٥
אא،אאאאא
אאאאאKאאאא
W
ل.( ش- 1) ش م.E
= ﺣـאא
אאאאאJ אאאJ
١
אאאJ
אאJ
אאJ
אאאJ E
E = 20 x 104N/mm2E =14.5 x 104N/mm2א
- ٣١ -
אא אא
١٠٢
א
Electronic Distance Measurement א .٦
אא אאאא
אEGeodimeterF١٩٥٠אאא
WאאאאKאא Kא •
Kאאאאא• א
Kאאאאאא • א
E١٠FE٥٠Fא • K
א אאאא
אאא،אאאאאא
אEMicrowavesאFאאאא
אאModulated Light Wavesאאא א
KModulated Radio Wavesא
אאא
Kאא
א א.1.6
אאא .1.1.6
Wא٣א Kאאא • Kא •
K• א
KאEFא • - ٣٢ -
אא אא
١٠٢
א
אWEDMאא
אאאא،אא אאK אא Fאאאאאא،אא
KEאאאאא
KEInfrared lightFאאאאא
WאEDMאאא A B אא אאאאאא• א Kא
אEReflectorFא• א
אאאEDMאאא
K
WE9.2FABאאא
אאא :9.2א
- ٣٣ -
אא אא
١٠٢
א
AאE ،،FאEDMא • .Bאאא
אAאא • KBאאאאא A א EDM א
B אאאא •
א אאאא
Kא
אאאא •
Kאא
אEDMאאא • אא KEDMאא
אאאאאESFאא Wאאאאא S = 1/2 V.t
אאt אאאv
אEDMאאאKSא KEDMאEאאאFאאא
אאα אאא،אא • KאאאאEDMאא
Bאhrאאא • KABאאAאheאEDMא - ٣٤ -
אא אא
١٠٢
א
אא BAא(DFאא
WאאSאא
D = S.Cos(α)
αאאאESFאא(DFאא
EDMאא h r BאאאB Aא
Wאא h e Aא
D = (S2 - d 2 )1/2
K10.2אd
Kא،אאאW10.2א ( h r + B ) ﻣﻨﺴﻮب اﻟﻨﻘﻄﺔ- ( h e + A = ) ﻣﻨﺴﻮب اﻟﻨﻘﻄﺔd
K11.2א
- ٣٥ -
אא אא
١٠٢
א
Kא،אאאW11.2א
( h e + A ﻣﻨﺴﻮب اﻟﻨﻘﻄﺔ
) - ( h r + B ﻣﻨﺴﻮب اﻟﻨﻘﻄﺔ
)= d
אאאא .2.1.6
אאאאאא
K אאאא٢٠١אאא
אאFאא،אאאא
KאאאE
אאא .3.1.6
אא אאאא
אא אאאאאא Kאאאאאא
אאא א.2.6
Wאא א
- ٣٦ -
אא אא
١٠٢
א
אא .1.2.6
٠{٩٠{٤אא
Kאאאאאאא
אאאאא .2.2.6
K١٠٠{٨אאאא
אאאאאא .3.2.6
Kאאאאאאאאא
- ٣٧ -
אאא
اﻟﻤﺆﺳﺴﺔ اﻟﻌﺎﻣﺔ ﻟﻠﺘﻌﻠﻴﻢ اﻟﻔﻨﻲ واﻟﺘﺪرﻳﺐ اﻟﻤﻬﻨﻲ אאאא
א
אא
אא
٣
אא
١٠٢
א
אא
KאאאאWאא
Wאא Wאאאא א• א • א
א •
Kאא •
K٪100אאאWאאא ٤Wאא
Wאא Kא • Kא •
Wאא ١J א
- ٣٨ -
אא
١٠٢
א
אא
אK١
אאאאא
אאאאאאאא
Kא
Wאאאא
Kאאאאא •
.• ﺕﺴﺘﺨﺪم ﻓﻲ ﻋﻤﻠﻴﺎت اﻟﺤﺼﺮ اﻟﺰراﻋﻲ
Kאאא • Kא •
Kאא •
Kאאאאא • Kאא • Kאא •
Wא
Kאאאאא א-1
אאאאא -2 א
Wאאאאא
.אאאא : א-1 Kאאא : א-2
אאאW א-3 Kא
אאאW א א-4 Kאא
- ٣٩ -
אא
١٠٢
א
אא
.2 .אאאא :א
W
אאאאאW א• א K
KאאאאאWא• א
KאאWא• א
KאאאWא• א
אאאא
Kא
W
אאאאאאאWאאאא
K
Kאאאא
אאאאאאאאא
Kא
א
Kא
אא(1.3אFEאFא
Kאאאאאא
- ٤٠ -
•
אא
١٠٢
א
אא
א:1.3א
אאאEאFא • Kא
אאאאאWא • KE2.3אFאאאאא
א :2.3 א
א.3
אאK אאאא
אאKאאאאא
אאEאFאאאאאאא Kאאאאא
אא .١٫٣
Kאא
Wאאא
אאאאאא
KאאאK - ٤١ -
אא
١٠٢
א
אא
אאWא
J
Kאא אWא J
אאKאא
W
Kאא • Kאא •
K١٢٠٣٠אא •
Kאאאא •
Kאאאא •
אאאאאאאא Kאא
Wאא
Kאאאא
Kאאאאא
Kאא א.2.3
א • Kא
.(3.3אFא
- ٤٢ -
אא
١٠٢
א
אא
2
B
A
1
אW3.3 א
אאא • Kא
KE4.3אF
2 E D C
B A 1
:4.3א
אאאא • Kא WE5.3אF
- ٤٣ -
אא
١٠٢
א
אא
2 E D C
B A 1
:5.3א
א • E6.3אFא
:6.3א
- ٤٤ -
אא
١٠٢
א
אא
א .٤
Kאאאאאא
Kא١٠٠٠אא١ 11000
א .1.4
Wאא
٢٠٠٠:١٥٠W١א-1
٥٠٠٠W١٥٠٠W١א -2
١٠٠٠٠٠W١٥٠٠W١EFאאאא-3 ٥٠٠٠٠٠W١٢٥٠٠٠٠W١אאJ 4
٥٠٠٠٠٠W١٢٥٠٠٠٠W١א-5
١٠٠٠٠٠٠W١٢٥٠٠٠٠W١אJ 6
Wאא
אאאאאאא -1 K٥٠٠٠٠٠א
١٠٠٠٠٠٠W١٢٥٠٠٠٠W١אא -2
٢٥٠٠٠٠W١٥٠٠W١אא-3
אא.٢٫٤
Wאאאאא
Verbal statement אא א.1.2.4
אאא
אאאא١٠٠٠א١WKא
Kאאאאא
- ٤٥ -
אא
١٠٢
א
אא
Representative fraction א א.2.2.4
،٢،١א١א
K١٠٨،٤،٢{٥
.... ، 1
1 1 1000 ، 100 ، 10 1 1 ......، 1 2000 ، 200 ، 20 1 1 ......، 1 2500 ، 250 ، 25 1 1 .....، 1 4000 ، 400 ، 40 1 1 .....، 1 5000 ، 500 ، 50 1 1 ....، 1 8000 ، 800 ، 80
W
٥٠٠٠א٥٠٠٠א٥٠٠٠\١٥٠٠٠:١
Kאאא٥٠٠٠אאאא
Kאאאא
א א.٣٫٢٫٤
אאאאאא
אאא،אאאא Kאאאאאאאאא
،אאאאא
אאא Kא
א،אאא
WאאKאאא J
KJ - ٤٦ -
אא
١٠٢
א
אא
Bar Scale or Graphic Scale אאJ
אא،אא
אאאאא KE٧٫٣אFאאא
:7.3א
Diagonal Scale א א-ب
אאאאא
KE٨٫٣אFאאאא
- ٤٧ -
אא
١٠٢
א
אא
KW8.3א
אאא א.٥ .١٫٥
אאאאאא
אאאK אאאאאאאא
Kא
Wאאא אאא• א אא• א
Wאאאאאא •
• - ٤٨ -
אא
١٠٢
א
אא
אאאK٢٫٥
W 2 مאא 1مאאאאKאא
2 1م 2 2م
م 1 xאאZאא م 2
x אאZאא
W
K٥٠٠٢٠٠٠W١א٢٥٠٠W١ K؟٥٠٠٠W١אא
: اﻟﺤﻞ
م 1 xאZאא م 2
ﻣﺘﺮ625 = 2500 x 1 x 500 = 1 x 3000
ﺱﻢ12.5 = 100 x
625 Zאא 5000
אאאK٣٫٥
אאאא
אאאאאאאא אאאאKאאא
Kאא،אאאא - ٤٩ -
אא
١٠٢
א
אא
אאאEFאא Kאאאא٩{٣א
אאאאW9.3א
- ٥٠ -
אאא
اﻟﻤﺆﺳﺴﺔ اﻟﻌﺎﻣﺔ ﻟﻠﺘﻌﻠﻴﻢ اﻟﻔﻨﻲ واﻟﺘﺪرﻳﺐ اﻟﻤﻬﻨﻲ אאאא
אאא
אאא
٤
אאא אאא
١٠٢
א
KאאאWאא
Wאא Wאאאא א• א
Kאאאאאא• א
Kאא• א
Kאאא •
Kאאא •
K٪100אאאWאאא ٦Wאא
Wאא Kא • Kא •
Wאא ١J א
- ٥١ -
אאא אאא
١٠٢
א
.١
WE١{٤אFאא
K• א K• א
K •
K• א
W١{٤א
אאאאאאאא
אאאאאאאאא
אאאאאא Kאאאאא
- ٥٢ -
אאא אאא
١٠٢
א
אאאאאא
Kא،א (Closed Traverse) א •
אאאא
Kאאא
(Open Traverse) א •
אאא
Kאאאאאא (Triangulation) •
אא
Kאא
אאא א.2
Magnetic Meridian א א.1.2
אאאא א،אאאא
Kא
Geographic Meridian אאאK٢.2
אאא،אאאאא
KE٣٫٤ و א٢٫٤אF
- ٥٣ -
אאא אאא
١٠٢
א
Kאאאאא:٢٫٤א
אאא א:٣٫٤א - ٥٤ -
אאא אאא
١٠٢
א
Arbitrary or Assumed Meridian א א.3.2
אאאאאא
Kאא
א .٣
Azimuthאאא• א
אאאאW٤{٤א
אאאאKאאE אFאאא
KE٤{٤אF٣٦٠אא،٣٦٠א Bearing אאא• א
אFJ J אא
K אא٩٠אאאאא KE٥{٤
אאאאא٩٠אא،אא
KE٩٠FWאא - ٥٥ -
אאא אאא
١٠٢
א
אאאאאW٥{٤א
Wא Wא Wא
Wא
K??א??א??א??אWא Deflection Angleאאא •
אאאW٦{٤א
אאK אאאאאאא KE٧{٤אFאאאא - ٥٦ -
אאא אאא
١٠٢
א
Angle to the Right אא •
אאW٧{٤א
אאאאאאאאאאא
KE٧{٤אFאאאא Interior Angles אא אא• א
KE٨{٤אFא אאאא
E٢J F١٨٠Wאאאאא
KאאJ
אאאאאW٨{٤א
:
:(٩{٤אFאאאאאאאאאאא :١
- ٥٧ -
אאא אאא
١٠٢
א
אאא
אא
א
٤٠
ﺣـ
ﺟـ
ب ﺟـ
ش
ﺟـ د
ش
دأ
٣٠ ٣٥
٢٥
אאW٩{٤א
١٤٠Z٤٠–١٨٠Zאאאא
٢١٠Z٣٠H١٨٠Zאאאא ٣٢٥Z٣٥–٣٦٠Zאאאא K٢٥Zאאאא
.אאE١٠{٤אFאאאאאאא :٢
אאאאאאאאאאאא
K١١٠
- ٥٨ -
אאא אאא
١٠٢
א
אאW١٠{٤א
אאאא
٩٢
٧٨
١٢٠
٢٠٨
٤٢
:א
١١٠Zאאא
٨٠Z١١٠–١٨٠Z١אא
٣٢Z٧٨–٨٠–١٨٠Z٢אא
٢١٢Z٣٢H١٨٠Zאאא ٨٨Z٣٢–١٢٠Z١אא
٢٧٢Z٨٨–٣٦٠Zאאא
٥٠Z٤٢–E٨٨–١٨٠FZאאא ١٥٨Z٥٠–٢٠٨Z١אא
- ٥٩ -
אאא אאא
١٠٢
א
٢٢Z١٥٨–١٨٠Z١אאא
א،E١١{٤אF אאאאא :٣ Kאאאאאאאא אאא
٩٠
١٣٠ ٢٠
١٢٠
אאW١١{٤א
Wאאא
٩٠Z
١٣٠Z
٣٤٠Z٢٠–٣٦٠Z
١٦٠Z
Wאאאאא
٩٠Z٩٠–١٨٠Z - ٦٠ -
אאא אאא
١٠٢
א
٥٠Z١٣٠–١٨٠Z
٢٠٠Z٢٠H١٨٠Z ٢٠Z١٦٠–١٨٠Z
،אאא אאאא ، (١٢٫٤ )אא :٤ . 84ο 27′ 45′′ و
28ο 40′ 30′′
:א
W١٢٫٤א
: ﺟـ بאא
27
ο
40′ 30′′
84 27′ 45′′ ___________ ο
111ο 67′ 75′′
- ٦١ -
112 ο 8′ 15′′
112 ο 8′ 15′′ - 180 ο = أאא
אאא אאא
١٠٢
א
אא.٤
Wאא (Compass) א.١٫٤
אאאא
.אא
:אאא -أ
Graduated circle א Magnetic Needle :א
Sighting marks و
Compass Forms
א -ب
Wא
Surveyor's CompassאJ
Prismatic CompassאאJ
Surveyor' s Compass א .١-ب
Wאאאא
א • Fא
אאאEא
Kאאא
א • KEאאFא
אאאא(Two levels)אא• א K
- ٦٢ -
אאא אאא
١٠٢
א
אאאאא •
אאאא Kאאא
אאאJ
אאאאאאאE אFאאא
אאאאSאאאאא
אאאאאJ אFאאא
אאJ אאאKE אאאאא
אאאABאK אאא٩٠ Wאא،אא
E אאFאא •
א Aאא
KEאFBEאאFא
אאאאאאאא • Kאאאאאא
אאאאאא • Sאאאאאא
א٦٥אאאא (W)אEF KS٦٥ Wאא
Prismatic Compass א א٢ -ب
Wאאאאא
١٥-٦ אאא (Compass Box) • אאא
Kאא
- ٦٣ -
אאא אאא
١٠٢
א
א Pivotא •
K אאא،Compass Ringא •
אאאאאא
אא٣٦٠א٢٧٠א١٨٠ ٩٠
אאאאאאאKא
١٨٠אאאא Kאאא
Prism •
Kאאא
KObject Vane •
אא Leveling Bubble • Kא
אאאאJ
،ABWhole Circle Bearing or Azimuthאאאא
Reference אאאאFאאא
אאאאKMeridian
Kאאאאאאאא(A)
אאאאKאא
אאK א א
אאאאאאאאאאאא
Kא
- ٦٤ -
אאא אאא
١٠٢
א
EBFאאאא
אאK אאאאאא אאK אאאאאאאאא
KאאאאאאKABאאאא
Plane Table א א.٢٫٤
אאאאאK אא
אאK אאאאא Kאאאאאאא
Sextant א.٣٫٤
אאאאאא
Kאאאאאא
Kאאאאאא
Optical Square א א.٤٫٤
،٤٥אא،E١٣{٤אFאא
אאאא،אאK
אאאאאאאא
אאאאאאK א
Kא
- ٦٥ -
אאא אאא
١٠٢
א
אאW١٣{٤א
K א אא،א
K K אאאK א
،אא،אאא
Kא Kאא
EאFאאK٥٫٤
،אאאא אא
אK אאא
W
אאאאא Transit אאJ
K
EאאאFאאאJ
Kאא١٤{٤אKאאא
- ٦٦ -
אאא אאא
١٠٢
א
METLAND FET 110אW١٤{٤א
Kא،א،אאWאאא אא א
WEAlidadeFא
אאאאאאאא• א EאאFא• א א •
א• א
אאאE אאFאא • אאW אאא
،EVerticalFVאאא
אאאאא
KEHorizontalF(HzF א-
אאאאאאאאאא
Kאאאא - ٦٧ -
אאא אאא
١٠٢
א
א -
W
אאא• א
אאEOptical PlummetFאאא• א
Kאא
אאאאאאא،אא ،אאאאאאאאאאא
Kאאאאאאאאא א •
Wאאא אאאאK١ אא،אא Kא
אאאאK٢ Kאא
אאאEאאFאאK٣ Kא
אאאאאאאK٤ Kאאא
אאאאאK٥ Kאא אאא
KאאאאאאKK١
אאאאאאK٢ Kאאאאאא - ٦٨ -
אאא אאא
١٠٢
א
אא •
WE١٥٫٤אFאאא EVFאאאאא• א
EAzFאאאא• א
אאאאא
אKאאאKאא
Kאא191.96،אא87.25 א
WildאאאאW١٥{٤א EאאאF
- ٦٩ -
אאא אאא
١٠٢
א
אא •
אא،E אFאאא
אאK
אא،אאאאא א
K אא אאאאא
אK אא Kאאאאאאאא
Calculation of Coordinates
אאK٥
אאE١٦٫٤אFאאאאאא אאאא،אKא
WאאאאאאKאאא ∆ E = D Sin θ ij ij ij ∆ N ij = D ij Cos θ ij
N j ∆Nj
θij
Dij
Ni
Nj
i E ∆Eij
Ei Ej
אאאאא א:١٦٫٤א E = E + ∆ E i ij j N j = N i + ∆ E ij - ٧٠ -
אאא אאא
١٠٢
א
، ﺣﻴﺚ أن iאאא
i אאא
j אאא
jאאא
ijאאא
j وi אא
Ei
Ni
Ej Nj
θ ij D ij
W 1
D = ∆ E 2 + ∆ N 2 2 ij ij ij
∆E ij 1 θ ij = tan ∆N ij
- ٧١ -
אאא
اﻟﻤﺆﺳﺴﺔ اﻟﻌﺎﻣﺔ ﻟﻠﺘﻌﻠﻴﻢ اﻟﻔﻨﻲ واﻟﺘﺪرﻳﺐ اﻟﻤﻬﻨﻲ אאאא
אא
אא
٥
אא
١٠٢
א
אא
אאא אאWאא Kא
Wאא Wאאאא Kא• א Kא• א
Kא •
Kא •
K٪100אאאWאאא ٧Wאא
Wאא Kא • Kא •
Wאא ١J א
- ٧٢ -
אא
١٠٢
א
אא
.1 אאאאאאא
K אאא
אא אאאא
WאאאKאאK،
Trigonometric Leveling אאא
Checkerboard leveling אאא
Differential Leveling אאא
.2
אא אWא• א
אאאK אא
Kא
אאאW א •
אאK אאאאא
אאאאא
KE١٫٥אFאאאא
KאאW١{٥א
- ٧٣ -
אא
١٠٢
א
אא
K אאאאאW א • אאאאא אאאאאאKא KE٢٫٥אFא
אW٢٫٥א
Aא
Bא Cא
Bench Marks : אא •
א
אאאאאא
א אא
אאאא Kא
- ٧٤ -
אא
١٠٢
א
אא
א א.٣
א אאא אאא
אK אאאאאאאא
KE٣٫٥אFאאא
C B
α
D
א
א
אא
E
A
אא :3.5א
CE = DC sin α
AB = AD + CE – BC
WDE
WCE
WBAא
AאאאWAB
KאאBאאWBC
K٣٠٠אא
W
Bא300אא50,60 אאא
אא1,40אא،245,00Aא K2,35
- ٧٥ -
אא
١٠٢
א
אא
DC α= AD BC
:א
= 50,25 m 300 = 1,40 m = 2,35 m
CE = DC sin α CE = 50,60 sin (300) = 25,30 m AB = AD + CE –BC AB = 1,40 + 25,30 – 2,35 = 24,35 m.
Bא
K269.35= 24,35H245,00
אא4K
אאאאאאאא
WאאKאאאאא
אאאא
אאא
אאא
אא.1.4
א אאא
אאאאE F KE٤٫٥אFאאא
- ٧٦ -
אא
١٠٢
א
אא
אא :4.5א
K אאBAא
אאאאאא
Kabא
AaאאאWa
BbאאאWb Wא
b - a = ∆ z אא
b–aHAZB
bJ aHZAZ ZB
א א.2.4 WE٥٫٥אFאא
- ٧٧ -
אא
١٠٢
א
אא
METLANDאאW٥٫٥א
אא
אא
אא
א אE
אאאא
Kאאאאא
אא :٥٫٥א
אאא
אאא
J ١ J ٢
٣אא
אאJ ٤ אאJ ٥
- ٧٨ -
אא
١٠٢
א
אא
אא:٦٫٥א
אאאJ ٦
Wאא •
אאאאאא
KאאאאE٤Fא
WאאJ
אאאאאאא
אאאאKא
אאאאא
.(UF
- ٧٩ -
אא
١٠٢
א
אא
אאאאW٧{٥א
אאאאאW٨{٥א
Kאאאאאאאא אאJ
אא אאאאאא אאKאאא Wאא
- ٨٠ -
אא
١٠٢
א
אא
אאאאא WאאאKאא
V1אV1V2א אאFאאV1אV1 V′ א 1 KE٩٫٥
אאW٩{٥א
אא
אאאאאאאKאא Kאאאא
אK3K4 ٥٣אאאא
אK KE١٠٫٥אFאא
Kא
- ٨١ -
אא
١٠٢
א
אא
א:١٠٫٥ א
אאאא
،אאאאא Kאאאא W
אאאאא
אאאאאאאא Kאא
- ٨٢ -
אא
١٠٢
א
אא
Wא
Wאא K
٩٠Wא Kא١٠
KWאא אZאK
אZKK
KKKKKKKאZKKK
א : ١٠٫٥א
אאאאאW١١{٥א
- ٨٣ -
אא
١٠٢
א
אא
Wאא
אאK אאאאKא א
E
אאאאאKאאKא
אאאאאאאא
אאאאאאאאאא אאאאאאאאאא
Kא
: ب( اﻟﻘﺮاءة ﻋﻠﻰ اﻟﻘﺎﻣﺔ
אא١٢{٥א
Wאאאא
אאKאאאאאא
K(UFאאאאא Kאאא - ٨٤ -
אא
١٠٢
א
אא
אאא١٣{٥א 0
אא
3
N0 2
N0 1
0
0
1
אא
2
7
3
אאא
2
6
9
אאאאא
5
3
7
אאאא
0,225
0,763
1,397
אא אא :١٫٥ اﻟﺠﺪول
Wאאא
אK אאאאאאאאאא
אאאKאאאא100 אאאאא
Wאא
- ٨٥ -
אא
١٠٢
א
אא
אאאא : ١٤٫٥ א
אא٢{٥א
3
2
1
אאא
2075
1404
890
אאא
2075 4150
1404 2208
890 1780
א
2275 1875
1468 1338
990 790
400 L40000 L40
130 L13000 L13
200 L20000 L20
א
אא אא
א 100xא
אאאא
אאאאKא
K
- ٨٦ -
אא
١٠٢
א
אא
א .٥
KW١٥{٥א WAאאBאא
KאBאAאאא aאאAאא bאאAאא
BאAאאאא
Kאאאאאaאא
Kאאאbאא
b - a = ∆ z אא
–Zאא
K،אא
- ٨٧ -
אא
١٠٢
א
אא
אאW١٦{٥א
אאאW١٧{٥א
- ٨٨ -
אא
١٠٢
א
אא
אאאW١٨{٥א
אא א.١٫٥
Kאאאאאאא
אאאאK אאא
אאאאא
אאאאאאא Kאא
אאאא
אאK אאא
A אא אאא
אאאKBאאאאאאאא
אBאאאאאA
אBאאCאBאא
CאאאאCאא Kאאאאאאאאא
- ٨٩ -
אא
١٠٢
א
אא
אאאW١٩{٥א
אאאאאאאא
אא אאW אאא
אאאאאאאאא
Kאאא
W
یﺒﻴﻦ اﻟﻤﻴﺰاﻥﻴﺔ اﻟﻔﺮﻗﻴﺔ اﻟﻤﻘﻔﻠﺔ:٢٠٫٥ اﻟﺸﻜﻞ א
167,280 167,602 167,936 167,091 167,277
א
0,322 0,334 -0,845 0,186 -0,003
EJ Fא
EHFא
1,310 1,183 1,731 1,489 5,713
5,710
1,632 1,517 0,886 1,675
א R 1 2 3 R
- ٩٠ -
אא
١٠٢
א
אא
-0,003=5,713-5,710 -0,003=167,28-167,277 3 =אאא
א אאאאא
Kאאאא
Wאאא
ﻃﻮل اﻟﻤﻴﺰاﻥﻴﺔ ﺏﺎﻟﻜﻴﻠﻮﻣﺘﺮ
ZEFאא
Wאאא
5=אאא
10 = אאא
20 = אאא
אאאאאאאא Kאאאאא
:אא א.2.5
אאא אאאא
אאאאאא
Kא
،B אאAאא 1Aאא
Wאא
2Bאא
Wאא
3Cאא
Wאא
1Bאא
2Cאא
3Dאא - ٩١ -
KDC
אא
١٠٢
א
אא
אאא :١٩٫٥ اﻟﺸﻜﻞ
א.6
אאאאא
אאאאאא
אאא30 א א
K30א
אא.1.6
Wאא
Kאאאאאא •
א • Kא
אאא • K
Kאאאאאאאאאא • Kאאא • - ٩٢ -
אא
١٠٢
א
אא
אאאאאאא • אאאא Kאאא
אא .2.6
אאאאא
Wאא
אא،אאאא-1
אא אא •
אאאW• א
אאאאW א • א
אאW א • א
١אאW٢٠٫٥ א - ٩٣ -
אא
١٠٢
א
אא
.3.6
Wאא
WאאאאWאאא •
אאאא
אאאא Wא
Kא
אאאW אא •
אא،א
א אאאאא אאא
אאאאWא • Kאא
Wאאא
אאאאאאWא• א
אאאאא
Kאאאא
Kאאאאאא Kא• א
Kא• א
- ٩٤ -
אאא
اﻟﻤﺆﺳﺴﺔ اﻟﻌﺎﻣﺔ ﻟﻠﺘﻌﻠﻴﻢ اﻟﻔﻨﻲ واﻟﺘﺪرﻳﺐ اﻟﻤﻬﻨﻲ אאאא
אאא
אאא
٦
אא אאא
١٠٢
א
אאWאא Kא
Wאא Wאאאא Kאאא •
Kאא• א Kאאא• א Kא• א
Kא •
K٪100אאאWאאא ٧Wאא
Wאא Kא • Kא •
Wאא ١J א
- ٩٦ -
אא אאא
١٠٢
א
.1
אאאאא
KאאאאKאאא
אK אאאא
אאאאאא
Wא
Kאאאא • Kאאאא• א
Kאאאאאא• א Kאאא• א אאאK 2
Kאאאאא
• א
:١٫٦א V = a3
W
אa אV
- ٩٧ -
אא אאא
١٠٢
א
אא •
אא:٢٫٦א
V=bLh
W
אZb
א= L
= אh
Kאא =V א• א
אא:٣٫٦א V = 1 S h 3
- ٩٨ -
אא אאא
١٠٢
א
W
אZS
אZh
Kאא=V א• א
אא:٤٫٦א
V = h S + S + S S 1 2 3 1 2
W
אZS1
א= S2
אZh
Kאא=V
- ٩٩ -
אא אאא
١٠٢
א
א• א
אא:٥٫٦א
V = π r2 h
W
אZr
אZh
אא=V
א• א
אא:٦٫٦א
- ١٠٠ -
אא אאא
١٠٢
א
V = 1 π h r 2 3 W
אZr אZh
אא=V
א• א
אא:٧٫٦א
V = π r 2 + r 2 + r r h 3 1 2 1 2 W
אZr1
אZr2
אZh
- ١٠١ -
אא אאא
١٠٢
א
א• א
אא:٨٫٦א
V= 1 bLh 2
W
אZb
אZL אZh
Wא• א
אא:٩٫٦א
- ١٠٢ -
אא אאא
١٠٢
א
V= 1 2
S + S h 1 2
W
אZS1
אZS2
אZh
WאאS2אS1א אא
V = h S + S + 4S 2 6 1
W
אZS1
אZS2
hאאאZS אZh
KאאZV Wאאאא •
אאאא :١٠٫٦א
- ١٠٣ -
אא אאא
١٠٢
א
V =S
h + h + h + h 1 2 3 4 4
W
אZS
אאh4 h3، h2،h1
אאאא •
אאאא:١١٫٦א
V =S
h + h + h 1 2 3 3
W
אZS
אא h3، h2،h1
Kאאאא-V - ١٠٤ -
אא אאא
١٠٢
א
W1
אא(22,00)E40,00F
Kאאאא15 x 30אא10 x 20א
אWאא
W
אאZS1
אאZS2
אZh
KאאאZV
V = S + S h 2 2 1
2
2
450 =30 x 15ZS1
200 = 20 x 10ZS2
18 = 40,00-22,00Zh 3 5850 = (450 +200) x 18 ZV 2 3 م5850 = V אWאא
אאZS
S=
30 + 20 2
15 + 10 2
S = 25 . 12,5 = 2 م312.5 - ١٠٥ -
אא אאא
V= h 6
١٠٢
א
S + S + 4S 1 2
V = 18 (450 + 200 + 4 . 312,5) = 3 م5700 6
V = 3 م5700
אאאא٪2,63 150אא
Kאא
W2
א24،32 אאא
א 5אא 812אא9א Kאאא، 6אאא
KאWאא 2
(24 + 32) = S1 2 (8 + 12) 2 م50 = 5 x = S2 2
م252 = 9 x
٣
906= (50 + 252)
h 6 = (S + S ) = V 2 1 2 2
אWאא
1 9 + 5 8 + 24 12 + 32 م133= x + = S 2 2 2 2
2
א
8 + 24 12 + 32 אאZ S 2 2 Kא 9 + 5 2 3834= (133 x4 + 50 + 252) 6 = (S x 4 + S + S ) h = V 2 1 6 6 - ١٠٦ -
אא אאא
١٠٢
א
אאאאאאאאא
Kאאאא
Wאאאא.3
אאאProfilesאא
אאאאאאא
Kאאאא
:١٢٫٦א
Kאאאאא
:١٣٫٦א
אאאאא Wאאאאאא
Kאאאאאא -1 אאאא -2
אאאJ 3
- ١٠٧ -
אא אאא
١٠٢
א
אא-4
WאW אאאא • אאא •
Wאא
אא1.2=אא
אא1.1=אא
אאאאאא Kאאאאאא
אא:١٤٫٦א
L +L L +L L L L +L 3 4 2 3 1 1 2 )+S x 4 V =S x +S ( )+S ( )+S ( 5 2 4 1 2 2 3 2 2 2
אא=V
- ١٠٨ -
אא אאא
١٠٢
א
אאא א.4
K אאא
،h2،h1אאא
א אאא h4،h3 Wאאא
h +h +h +h 3 2 1) S= V ( 4 4 אאאאאא
אאאKאאאאא
אא
אאאאאא،א
Wאאא
V = S ( h + 2 h + 3 h + 4 h + ...... + n h n ) 2 3 4 4 1
אאאאJ S
אאאאא-h1
KEאאFאאאא-h2
KEאאאFאאאאא-h3 KEאאאFאאאאא-h4 KEאnאאFאnאאאאJ hn
Wאאאאאא
V = S ( h + 2 h + 3 h + 4 h + ...... + n h n ) 1 2 3 4 3
- ١٠٩ -
אא אאא
١٠٢
א
:
אא40א111א אאאא KE6,00Fא
:١٥{٦א
א אאא
Kא
h
4
h
3
0.60 0.80
-
1.40
0
h
2 0.4 0.20 0.40 0.20 0.60 1.80
אא א:١٫٦ h 1
0.8 0.4 0.4 1.60
א
V=S(h +2h +4h ) 2 4 4 1 2 م740 = 20 x 37 = S - ١١٠ -
אא אאא
١٠٢
א
V = 740 ( 1.60 + 2 x 1.80 + 4 x 1.40) 4 3 م1998 = V
אאאאאא
אא
אאאאאאא
Kאאא
:
אא
אאאאאאא20 KE3,80Fא
:١٦٫٦א
- ١١١ -
אא אאא
١٠٢
א
א א:٢٫٦ h
7 1.90 2.20
4.10
h
h
h
h
6 J
5 1.50
4 1.20
3 1.70 2.20 0.80 1.50
0
1.50
1.20
6.20
h
2 1.00 2.60 3.00 1.30 1.70 2.40 12.00
h 1 0.4
0.4 א
200 = 1 x 20x20=S 2 V = S (h + 2h +3h + 4h +5h +6h +7h ) 5 7 2 3 4 6 3 1
2
V = 200 ( 0.4 + 2 x 12 + 3 x 6.20 + 4 x 1.20 + 5 x 1.50 + 0 + 7 x 4.10) 3 3 م5600 = V אאאאאאא
KאאאKא :
א א40א111 א
אא20x37
KאאE5,60F
- ١١٢ -
אא אאא
١٠٢
א
אא:١٧٫٦א
Wא
3 185= 0 + 0.40 + 0.20 + 0.4 x20x 37=EFV 4 3 83.25= 0.2 + 0.40 + 0 + 0 x( 10 + 20 )x 37=EFV 4 2 3 12.83= 0.20 + 0 + 0 x 10 x 37=EFV 3 2 3 83.25= 0.4 + 0.20 + 0 + 0 x( 10 + 20 ) x 37=EFV 4 2 3 55.5= 0.2 + 0.40 + 0 + 0 x10x 37=EFV 4 3 27.75= 0.2 + 0 + 0 + 0 x( 10 + 20 ) x 37=EFV 4 2 EFVHEFVHEFVHEFVHEFVHEFV=א
27.75+55.50 + 83.25+12.33+83.25+185=א
3447.08=א
- ١١٣ -
אא אאא
١٠٢
א
Wא 3 12.33= 0.20 + 0 + 0 ( 10 x 37 )=E1FV 3 2 3 83.25= 0 + 0 + 0.4 + 0.2 x( 10 + 20 )x 37=E2FV 4 2 3 24.67= 0.40 + 0 + 0 x 10 x 37=E3FV 3 2 3 55.50= 0.2 + 0.40 + 0 + 0 x10 x 37=E4FV 4 3 12.33= 0.20 + 0 + 0 ( 10 x 37 ) =E5FV 3 2 E5FVHE4FVHE3FVHE2FVHE1FV=א 12.33+ 55.50 + 24.67+83.25+12.33=א 3188.08=א
א א.5
אאאאא
אK אאא
אאא 6.00אא6.00 K6.00אאא6.00אאא
- ١١٤ -
אא אאא
١٠٢
א
אא:١٨{٦א
Wאאאאאאא
E6.00FE7.00FE8.00FאאאJ
E7.00FE8.00FאאאJ
ﻣﺴﺎﺣﺔ+ (8.00) ﻣﺴﺎﺣﺔ آﻨﺘﻮر = 7 ← 8 2 (6.00) ﻣﺴﺎﺣﺔ آﻨﺘﻮر+ (7.00) ﻣﺴﺎﺣﺔ آﻨﺘﻮر= 6 ← 7 אאx 2 6 ← 7 + 7 ← 8 = א
אאx
(7.00)
آﻨﺘﻮر
E6.00FאאאE5.00Fאאאא Wאאא
EאאאאFx[E6.00FאJ E5.00Fא] =א
- ١١٥ -
אא אאא
١٠٢
א
:1
אא
W
٢
٢
٢٢٠Z١٧אא
٢
٢
٣٣٠Z١٦אא ٤٤٠Z١٥אא
٥٥٠Z١٤אא
KאאאאE١٥{٠٠Fאא
E١٥J ١٦FHE١٦J ١٧FZא
1x
440 + 330 330 + 220 + 1x Zא 2 2 ٣٦٦٠Z٣٨٥H٢٧٥Zא
٣٥٥Z 1 x
٣
٦٦٠Zא
440 − 550 Zא 2
:٢
אאאא
Wא
٢١٣٠Z٢٦א
- ١١٦ -
٢
٢٥٠Z٢٤א
אא אאא
١٠٢
א
٢
٣٦٠Z٢٢א
٢
٤٨٠Z٢٠א ٢
٢
٥٦٠Z١٨א
٦٦٠Z١٦א
٢
٧٨٠Z١٤א
Kאאאא(20.00Fאא
E٢٠٢٢FHE٢٢٢٦FHE٢٤٢٦FZא
٨٤٠H٦١٠H٣٨٠Zא ٣١٨٣٠Zא
E٢٠١٤FHE٢٠١٦FHE٢٠١٨FZא
E
6+4 4+2 2 FE٦٦٠–٧٨٠FHE FE٥٦٠–٦٦٠FH E٤٨٠–٥٦٠FZ 2 2 2 ٦٠٠H٣٠٠H٨٠Z
٣٩٨٠Z
٣٩٨٠Zא
- ١١٧ -
אאא
اﻟﻤﺆﺳﺴﺔ اﻟﻌﺎﻣﺔ ﻟﻠﺘﻌﻠﻴﻢ اﻟﻔﻨﻲ واﻟﺘﺪرﻳﺐ اﻟﻤﻬﻨﻲ אאאא
א
א
٧
אא
١٠٢
א
א
Wאא Kאאאא
Wאא
Wאאא Kאאא •
Kאאאאא •
K٪100אאאWאאא ٨Wאא
Wאא א •
Wאא ١J א
- ١١٨ -
אא
١٠٢
א
א
K١
אאאאאא
אאאאאאא Kאאא
אK٢
Wאא א
J
،אאאא Kאא אא
J
אא
K
א .٣
Wאאאא
א א.١٫٣
Planimeterא
אאאאאאE١٫٧אאF KאאאKאאאא
- ١١٩ -
אא
١٠٢
א
א
Placom KP 80W١{٧א
Kאאאא W
א א א א א • אאאKאאאאאאא Kאאא
אאWא• א
A = f (R f − Ri )
،
EFinal ReadingFאאאJ R f EInitial ReadingFאאאאJ R i אfאאא،EInstrument FactorFאJ f K
אאאWא• א - ١٢٠ -
אא
١٠٢
א
א
A = f (R f - R i ) + C Zero FאאC،
KאאאECircle א א.2.3
אאאא
אאא،א، Kאאא
אא
א אאאKאאא W
Triangle • א
KArea Area = S (S - a)(S - b)(S - c)
- ١٢١ -
אא
١٠٢
א
א
S=
a+b+c 2
، ﺣﻴﺚ أن
SQUARE• א
AB = BD = DC = CA = a
د
Area = a 2 RECTANGLE
• א
- ١٢٢ -
אא
١٠٢
א
א
AC = BD = a BA = DC = b
Area = a x b
Parallelogram אא •
AB = DC = b
Area = b x h Trapezium
- ١٢٣ -
א •
אא
١٠٢
א
א
Area = [(h1 +h2).b +a.h1 + c.h2]/2ِ
Area = [(h +h).b +a.h + a.h]/2 = b.h + a.hِ
Area = (π.r2. θ)/360
Area = π.r2
- ١٢٤ -
אא
١٠٢
א
א
Area = (2.L.r )/3
Area = π.r1.r2
Area = r.L/2
Area = ِπ. r. r 2 + h 2 - ١٢٥ -
אא
١٠٢
א
א
Area = ِ2 . π .r. h
Area = ِ π . s . (R + r)
א א.3.3
אאאא
Wא
Trapezoidal Method א •
אאאא
אא אא Kא
- ١٢٦ -
אא
١٠٢
א
א
W٢{٧א KאאJ L
W ACDBא٧٫٢א
h +h Area = L. ( 1 n + h 2 + h 3 + h 4 + ..... + h n-1) 2
:١
K٧٫٣א
- ١٢٧ -
אא
١٠٢
א
א
W٣{٧א
h n −1 = h 6
h +h Area = L. ( 1 7 + h 2 + h 3 + h 4 + h 5 + h 6 ) 2
Wאא
2 م1.06 = 2.16 x 0.81 = 1س 2
2 م1.11 = 2 x 1.11 = 2س 2
2 م2.17 = 2 س+ 1 س = سא أ
Kא
Wא
h +h Area = L. ( 1 n + h 2 + h 3 + h 4 + ..... + h n-1) =א 2
،
אאאJ
L
אאJ h
אאJ n
- ١٢٨ -
אא
١٠٢
א
א
(2.50 + 3.03 + 4.05 + 4.51 + 4.18 + 3.48 + 3.52 + 2 + 2.61 ) 1.5 = س ب 2
2 م41.36 = سب
Wאאא
2 م43.53 = 41.36 + 2.17 = س ب+ س = س أ Simpson‘s One Third Rule
•
אאא
Kאאא W
(4∑ ( )اﻷﻋﻤﺪة اﻟﺰوﺟﻴﺔ+ 2∑ ( اﻟﻔﺮدیﺔ
L )اﻷﻋﻤﺪة+ h n + h ) =א 1 3
אJ
L
אJ n
:٢
Wאא
[(2.5 + 4.05 + 4.18 + 3.52 )4 + ( 3.03 + 4.51 + 3.48 )2 + 2 + 2.61)] 1.5 =א 3
2 م41.82 = ( 57 + 22.04 + 4.61) 1.5 =א 3
2 م٤٣{٩٩Z٢{١٧H٤١{٨٢Wאאא - ١٢٩ -
אא
١٠٢
א
א
אאK٤
אאאאא •
אא،אEStationFא
אאאא٤٫٧אKאאא
K٤،٣،٢،١א
אאאW٤{٧א
Kאאאאא٥{٧א
- ١٣٠ -
אא
١٠٢
א
א
אאאאאW٥{٧א ١א–٢א=אא
١אK 2′ 2 3 3′ 3′ 3 4 4′ א٢א K 2′ 2 1 1′ 1′ 1 4 4′ א
1 (X 4 + X 3 ) (Y4 − Y3 ) + 1 (X 3 + X 2 ) (Y3 − Y2 ) =٢א 2 2
1 (X 4 + X1) (Y4 − Y1) + 1 (X1 + X 2 ) (Y1 − Y2 ) =١א 2 2 ١א–٢אZאא
Y = وX = W אא
(( ع- س ( ) ع+ ) س+ ( ع- س ( ) ع+ )) س 1 2 2 3 2 3 3 4 3 4
= אא
[ (( 2 ع- 1 ( ) ع2 س+ 1 ) س+ ( 1 ع- 4( ) ع1 س+ 4 ])) س12 −
،אא
[ ( 3 ع- 1 ) ع4 س+ ( 2 ع- 4 ) ع3 س+ (1 ع- 3 ) ع2 س+ ( 4 ع- 2 ) ع1 ]) س12 =
- ١٣١ -
אאא
اﻟﻤﺆﺳﺴﺔ اﻟﻌﺎﻣﺔ ﻟﻠﺘﻌﻠﻴﻢ اﻟﻔﻨﻲ واﻟﺘﺪرﻳﺐ اﻟﻤﻬﻨﻲ אאאא
אא
אא
٨
אא אא
١٠٢
א
Wאא אאאאאאאא
Kא אא
Wאא Wאאא Kאאא •
Kאאאא •
Kאאאאא• א
K٪100אאאWאאא ٤Wאא
Wאא א •
Wאא ١–א
- ١٣٢ -
אא אא
١٠٢
א
.١
אE١٫٨אFאא
،אאאאאאא
אK אאאא
W،א Horizontal Angleאא• א Vertical Angle
אא• א
Slope Distance א• א
Horizontal Distanceא• א
Vertical Distanceא• א
ﻣﺘﻜﺎﻣ ﻞTotal Station אאאא
אאאא Electronic tacheometer אא)
E א
אאאאאא (Data CollectorF
אאאאE אאFאE אאFאא KאאאאאK
- ١٣٣ -
אא אא
١٠٢
א
אא:١٫٨א
אאאא .٢ Wאא Kא• א
KEKKKאאאאאאFא• א KEאF• א
Kאא •
Kאא• א ﻣﺴﺎوئ اﺳﺘﺨﺪام أﺟﻬﺰة اﻟﻤﺤﻄﺔ اﻟﺸﺎﻣﻠﺔ.٣ Wאאאא
אאאאאאא • Kאאאא
אאאא • KEEDMFא
- ١٣٤ -
אא אא
١٠٢
א
EFאא • Kא
אאא (Traversing) א.٤ אאEIFא • אאאאE٢٫٨אFא Kא אאא
אאאא •
E אאאאFאE אאאF
אאא
KEאא(IIFEIFFא
ﻣﺘﻜﺎﻣ ﻞTotal Station אאאא
אאאא Electronic tacheometer אא)
E א
אאאאאא(Data CollectorF
אאאאE אאFאE אאFאא KאאאאאK KEIFאEIIFאאאאאא • אFאאאא• א
אאאא Iא
אאאא
אאFאאKEאא - ١٣٥ -
אא אא
١٠٢
א
א(E,D,C,B,AFאE אא KEאאFאאאאאא
C
B
II
. .
.
.
I
A
D E .
.
.
.
.
III אא:٢٫٨א Fאאא •
אא(AzimuthsFאאאאאאE א E, D, Fאא(IE, ID, IC, IB, IA)אא
אאאFאLאEC, B, A
אEIאא אFאאאא
KEאא
EIIIF،EIFאאאא •
א،2.8א
אא אKEIFאאאא אאK(IIIFEIFא - ١٣٦ -
אא אא
١٠٢
א
E אLFאאאאאא KEIIF(IFאאאאא
• אL
Kאאאאא،א
- ١٣٧ -
אא
١٠٢
א
אא Kא،،אא،אא،E١٩٩٧FKK1
Kא،،אא،א،E١٩٨٣F،K2
אא،E١٩٨٤F،א&אK3 K،אאאא،אאאא
אא،E١٩٨٥F،א&אK٤
K،אאאא،אאאא
K،אאאא،א،E١٩٧٤FK٥ אWאא،E١٩٩٩Fא&،K٦ K،א،א
אא،E١٩٨٣Fא&אK٧ KK،א،אא
،א،אאאא،E١٩٩٨FK٨
K
،אא،אאא،א،E١٩٩٩F&K٩ Kא
- ١٣٨ -
אא
١٠٢
א
rd
10. Barry F. kavanagh (1997), Surveying : with construction applications. 3 Edition, Prentice Hall, New Jersey, U.S.A. 11. James R. Wirshing & Roy H. Wirshing (1985) Theory and Problems of
Introductory Surveying, Schaum’s Outline Series, McGraw-Hill.
- ١٣٩ -
א
١٠٢
א
אאא Right Angles .١
B
c
A
b
a
C
a = cos B c b cos A = = sin B c a tan A = = cot B b c sec A = = cosec B b c cosec A = = sec B a b cot A = = tan B a sin A =
Derived Relationships .٢
a = c sin A = c cos B = b tan A = b cot B = c 2 - b 2 b = c cos A = c sin B = a cot A = a tan B = c 2 - a 2 c=
b b a a = = = = sin A cos B sin B cos A - ١٣٢ -
a 2 + b2
א
١٠٢
א
Oblique Triangles .٣
B
c
a
A
C
b
Sine Law -a
a b c = = sin A sin B sin C Cosine Law -b
a 2 = b 2 + c 2 - 2 bc cos A
b 2 = a 2 + c 2 - 2 ac cos B c 2 = a 2 + b 2 - 2 ab cos C General Trigonometric Formulas .٤
sin A = 2 sin
1 2
1
A cos A = 2
1 - cos 2 A = tan A cos A
1
1
2
2
cos A = 2 cos 2 A - 1 = 1 - sin 2 A 1
1
2
2
cos A = cos 2 A - sin 2 A = 1 - sin 2 A tan A =
sin A sin 2A = = cos A 1 + cos 2A - ١٣٣ -
sec 2 A - 1
א
١٠٢
א
Addition and Subtraction Identities -a
sin (A ± B) = sin A . cos B ± sin B . cos A cos (A ± B) = cos A . cos B ± sin A . sin B tan (A ± B) =
tan A ± tan B 1 ± tan A . tan B 1
1
2
2
1
1
2
2
1
1
2
2
1
1
2
2
sin A + sin B = 2 sin ( A + B) . sin (A - B) sin A − sin B = 2 cos ( A + B) . sin (A - B) cos A + cos B = 2 cos ( A + B) . cos (A - B) cos A − cos B = 2 sin ( A + B) . sin (A - B) double-Angle Identities -b
sin 2A = 2 sin A . cos A cos 2A = cos 2 A - sin 2 A = 1 - 2 sin 2 A = 2 cos 2 A - 1
tan 2A =
2 tan A 1 − tan 2 A Half-Angle Identities -c
sin
A = 2
1 - cos A 2
cos
A = 2
1 + cos A 2
tan
A sin A = 2 1 + cos A - ١٣٤ -
א
א ١
١٠٢
א
א
א Wאא א
٢ ٢ ٣ ٥ ٦ ٩ ١٠ ١٠ ١٠ ١١ ١٣ ١٣ ١٤ ١٤ ١٤ ١٤
א
אא
א
אא
אא
אאאא אא אא אא
אאאא
אא
אא
א
אא
אאאאא
א
١٠٢
א
אאWאא
١٧ ١٧ ٢٠ ٢١
٢١ ٢٢
١٨
K١
אאK٢{٢ אK٣
אאK٢
אאK٢{١
אאאK١{٣
אאאK٢{٣
٢٥
אאאאK٤
٣٠
٢٩
٣١
٣١
٣٢ ٣٢
٣٢
٣٦
٣٦
٣٦
٣٧
אאאK٥
אאK١{٥
אאאאאK٢{٥
אאאאK٣{٥
אאאK1.1.6
אK٦
אאK١{٦
אאאאK2.1.6
אאאK3.1.6
אאאאK٢{٦
٣٨
٣٨
אאK1.2.6
אאK2.2.6
אאא
אאאא
אאK3.2.6
א
١٠٢
א
٣٩
אאWאא
אK١
K٢
٤٠
٤١
٤١
אאK١{٣
٤٢
אאאK٢{٣
٤٥
٤٥
אK١{٤
٤٥
אאK٢{٤
٤٥
אא א.1.2.4
٤٦
אK٣
אK٤
אאK2.2.4
٤٦
אאK٣{٢{٤
٤٨
٤٩
אאאK٢{٥
٥٢ ٥٣
٥٣
٥٥
٥٥
K١{٥
אאאK٣{٥
אאאWאאא
K١
אאא א.2 אאK١{٢
٥٣
אאא אK٥
٤٨
٤٩
אא אK٢{٢
אאK٣{٢
א K٣
א
١٠٢
א
٦٢
٦٢
٦٥
٦٥
אא K٤
אK١{٤
א אK٢{٤ אK٣{٤
٦٥
אאK٤{٤
٦٦ ٧٠
EאFאא K٥{٤
אאK٥
אאWאא
٧٣
٧٣
K٢
K١
٧٥
٧٦
א אK٤
٧٦
אאK٣
א א K١{٤
٧٧
א אK٢{٤
٨١
אK٣{٤
٨٧
אK٥
٨٩
٩٢
٩٢
אא K١{٦
٩٣
٩١
٩٤
אאאK١{٥
אא אK٢{٥
אK٦
אאK٢{٦
K٣{٦
אאאWאא
٩٧
K١
٩٧
אאאK٢
א
١٠٢
א
١٠٧
אאאאK٣
١٠٩
אאא א.4
١١٦ ١١٩
١١٩ ١١٩
א א.5
אWאא
.1
אK٢
א K٣
אאK٢{٣
١٢١
אאK١{٣
١٢٨
א א.3.3
١٢٦
١٣٠
١٣٣
١٣٤
١٣٤
١٣٥
אאK٤ אאWאא
.1
אאאא K٢ אאאא K٣
اﻟﺸﺎﻣﻠﺔאא אK٤
١٣٨אא
אאאאאא אEאFאא
GOTEVOT appreciates the financial support provided by BAE SYSTEMS