پێنگاڤەك بو دیزاینێ بو ئەندازیارێن ئاڤدێرى و سكرا
و ئەندازیارێن شارستانى
ئەندازیار: عبدالقادر محمد صالح ئەتریشی .
ئەندازیاری بەنداو و سەرچاوەکانی ئاو + ئەندازیاری شارستانی .
2. ندازیارهئ
ارسك و ئاڤدێرى ندازیارێنهئ بو اینێزدی بو كهپێنگاڤ
شارستاىن ندازیارێنهئ و
املهندس
املائية واملوارد الري ملهنديس التصميم يف خطوة
املدنيني املهندسني و
The Engineer
A step in the design for irrigation, water
resources,
and civil engineers
3. •
شارستاىن ندازیارێنهئ و ارسك و ئاڤدێرى ندازیارێنهئ بو اینێزدی بو كهپێنگاڤ ندازیارهئ :پەرتوک
•
صالح محمد عبدالقادر :نڤیسەر
•
حسن عيل هێلین :کرن اینزدی
•
:سپاردنێ ارژما
D-/2643/21
•
املدنيني املهندسني و املائية واملوارد الري ملهنديس التصميم يف خطوة املهندس :كتاب
•
صالح محمد عبدالقادر :مؤلف
•
حسن عيل هێلین :مصميمة
•
:تصنيف رقم
D-/2643/21
• Book: The Engineer A step in the design for irrigation, water resources,
and civil engineers
• Author: Abdul Qader Mohammed Salih
• Designer: Heleen Ali Hasan
• ISBN: D-/2643/21
This publication was produced with the financial support of the European
Union. Its contents are the sole responsibility of Eng. Abdul Qader
Mohammed Salih /MASAR program, Iraq. It is do not necessarily reflect
the views of the European Union.
40. املائية املوارد
33
Spatial Analyst Tools -39
Hydrology -40
Watershed -41
Input flow direction raster = FlowDir_Fill -42
Input raster or feature pour point data -43
Ok -44
41. املائية املوارد
34
Arc Toolbox قامئة من اختار -45
Conversion Tools -46
From Raster -47
Raster to Polygon -48
Input raster = Watershed_ flo -49
Ok -50
54. املائية املوارد
47
Px: Average of the rainfall data
N: No. of data
Tr: Return period (Year)
Px: Average of the rainfall data = Σpi/N
N: No. of data
SD= Sqrt(Σ(pi-px)2 / (N-1)
SD: Standard Deviation
PTr=px+KSD
PTr: Estimated max 24 hr rainfall for specified period
Tr
K=[ -(√6) /π] * [0.557 + (ln(ln (Tr / (Tr-1))]
P Tr3 = 62.21 + (0.27) 29.67 = 70.22 mm
P Tr5 = 62.21 + (0.73) 29.67 = 83.87 mm
P Tr10 = 62.21 + (1.32) 29.67 = 101.37 mm
P Tr25 = 62.21 + (2.06) 29.67 = 123.33 mm
P Tr50 = 62.21 + (2.61) 29.67 = 139.64 mm
P Tr100 = 62.21 + (3.15) 29.67 = 155.67 mm
55. املائية املوارد
48
Tc=0.01947L0.77S-0.385
Tc: Time of concentration (hr)
L: Length of the stream (m)
S: Slope
Q=(P-0.2S)2/(P+0.8S)
Q: Monthly Runoff (mm)
P: Monthly Rainfall (mm)
S: Detention
S= (25400/CN)-254
CN: Runoff Curve Number (from table)
QPeak=0.0208 AQ/Tp
QPeak : m3/s
A: Area in Hectares
Q: is in (cm) from equation (P-0.2S)2/(P+0.8S)
Tp=0.6Tc+ √Tc
Tp: Time to Peak in (hr)
Tp = 0.6Tc + √Tc
Tp = 0.6(1.292) + √1.292
= 1.91 hr
65. املائية املوارد
58
٣
املائية االحواض يف الرتسبات حساب
)Reservoir Sedimentation Calculation(
Universal Soil Loss Equation (RUSLE)
A= R*K*LS*C*P
Where:
A: Computed Soil Loss per unit area
(Ton/Hectar/Year)
R: Rainfall erosion index
K: Soil erodibility Factor
LS: Slope Length Factor
CP: Control Practice
66. املائية املوارد
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How to calculate Slope Length Factor (LS) for
using in Equation of Sedimentation
Example:
Duhok Dam Catchment Area = 135 Km2
Figure No. (7)
Figure No. (8)
68. املائية املوارد
61
Procedure of
Calculating Slope
Length Factor
1- Divided the Whole catchment to sub catchment
2- Calculate area for each Sub catchment area
3- calculate Slope length using equation below:
4- Calculate Slope Length Factor using equation:
74. املائية املوارد
67
Design and Analysis by Prokon 2.6 software
Analysis of Earth Dam Slope Stability
1- Select Geotechnical
2- Select Slope BG
3- From Table No. (7), select U/S and D/S slopes
75. املائية املوارد
68
4- From Table No. (8), select α and β:
5- Draw Dam Section with scale, and draw lines ac-
cording to Figure No. (14), to get line of center of
Critical Slip circle, then chose center of critical slip
circle on line, at least two points over O1 and two
points under O1, then use coordinates, X,Y, and Radi-
us (R) on Prokon 2.6 to determine Factor of Safety for
each point:
Table No. (8)
78. املائية املوارد
71
9- For Phreatic Surface, if you want to check stability
when reservoir fall or at any stage, input x, y, and pore
Pressure data in table below:shown below:
10- If you have Geotextile reinforcement, input data
according to table below:
79. املائية املوارد
72
11- If you have Anchor topology, input data required
in table below:
12- If Anchor force profiles required; input required
data in table below:
80. املائية املوارد
73
13- If you want to include external loads, input data
required in table below:
14- Click Analyse, factor of safety will be calculated
as shown below:
81. املائية املوارد
74
15- From Calcsheet (Calculate sheet), the report will
be available as shown below:
16- Other page of Calcsheet…..
107. املائية املوارد
100
و پێنگاڤ - پێنگاڤ Google earth pro امێرپروگ فێركرنا
بساناهى
الثالث
الفصل
سیێ
شێ
ه
ب
خطوة – خطوة Google earth pro برنامج تعلم
وبسهولة
108. املائية املوارد
101
How to Download and Install Google Earth on
Windows 10:
Google Earth can be freely download from
below link:
https://www.google.com/earth/versions/#download-pro
117. املائية املوارد
110
b- Table of contents:
Table of contents: Divided to (3) parts:
Search Places Layers
Search: Insert: Location, Coordinates
Input: A and B
118. املائية املوارد
111
Get directions: Example No. (1) Input (A) and (B) location,
then get directions: for example: Get directions between
(Duhok and Erbil): as shown below, then click (Get
Directions):
125. املائية املوارد
118
Now we will explain important icons:
-When you click icon No. (1), you will hide side bar as shown
in figure below:
126. املائية املوارد
119
-When you want to add placemark, or when you have
coordinates, and you want to add placemark, click
icon No. (2): For example: Duhok dam Coordinates:
Latitude: 36°52›33.52»N, Longitude: 43° 0›15.17»E then ok.
127. املائية املوارد
120
-When you want to add Polygon, click icon No. (3), then write
the name of the Polygon, for example “Duhok Dam Lake Sur-
face Area”, also, you can choose the Style, color, then start draw
the Polygon, when you finish the Polygon drawing, click on
Measurements icon, you will see the Perimeter = 18.5 km and
the Area = 2.53 Km2 then click ok:
129. املائية املوارد
122
- When you want to add Path, click icon No. (4), then input
the Path name, such as: Duhok Dam crest length, change the
style and the color, then draw the Path, click on Measurements
icon, you will see the Path length, as shown below, for Duhok
dam Crest Length = 570 m then click ok:
131. املائية املوارد
124
- When you click icon No. (10), Ruler Show, you can Easley
measure the Path length, or calculate area for a Polygon, by
Drawing, then the measurements will appear, as shown below:
132. املائية املوارد
125
- From Ruler icon click (Line), then draw the line, for example:
length of the Duhok dam lake length = 4.00 Km as shown be-
low:
Also, the Path length between Duhok dam directorate and
Maintenance Department is about 833.42 meter as shown in
figure below:
133. املائية املوارد
126
- If you want to know the area by drawing the Polygon, for ex-
ample: Duhok Dam Stilling Basin area is about: (5000) m2
134. املائية املوارد
127
- When you want to see or working on Google Maps, click icon
No. (14) as shown below, also, if you want to search about any
things like, hotels, Restaurants……etc. You can, search it by
this icon:
139. املائية املوارد
132
- To show Ruler: Check it from Tools:
- If you want to import data from GPS direct, connect the GPS
device to your computers:
140. املائية املوارد
133
- If you want to make Simulator, click “Tools” then choose,
Enter fly Simulator:
- There are two types of Simulator: Select your aircraft:
150. املائية املوارد
143
- Import Polygon from Google Earth Pro to GiSArcMap:
- We drawn Duhok dam surface area in page no.21, then we
will save it as KML file:
157. املائية املوارد
150
- Input KML file, then click “Ok”, then open Attribute Table,
calculate Area and Perimeters:
الربنامج يف املستخدمة األدوات
333. املائية املوارد
326
- Design of Irrigation Structures, R.S. Varshney, Vol. II.
- Microsoft Visual Basic 6.
- Prokon 2.6 Software.
- GIS 10.5 ArcMap Software.
- Lou Tylee, Learn Visual basic6, 1998.
- National Engineering Handbook, United State department
of Agriculture, 2010.
References
334. املائية املوارد
327
مهدك هو بو فتنێهركهس ازداخا یێ دوماهى ل
التوفيق لكم أمتنى
تردد وبدون يب االتصال يرجى أستفسار أو سؤال ألي
Facebook: Abdaulqadir Mohammed salih
Viber, Watts Up, ,07504058125 :Korek
Telegram
E-Mail: abdulqadirmsalih@gmail.com
abdulqadirmsalih@hotmail.com
This publication was produced with the financial support of the European
Union. Its contents are the sole responsibility of Eng. Abdul Qader
Mohammed Salih /MASAR program, Iraq. It is do not necessarily reflect the
views of the European Union.
336. )(اعداد ڤكرنهرههب
األتروشی صالح محمد عبدالقادر / )(املهندس ندازیارهئ
2020- Jan
The Engineer
A step in the design for
irrigation, water resources,
and civil engineers