للمهندسين المدنيين (مدني+موارد مائية)

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UTM -23WGS 1984 -24Northern Hemisphere -25WGS 1984 UTM zone 38 N -26OK -27Ok -2830
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Page 1 and 2: ثيَنطاظا ئيَكىَ‏ ب
Page 3 and 4: بناظىَ‏ خودىَ‏ مة
Page 5 and 6: دياركرنا 1-و باشرتي
Page 7 and 8: 7
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Page 21 and 22: ‎3‎‏-اختار Hydrology‎4
Page 23 and 24: Flow Direction-7Input surface raste
Page 25 and 26: Input flow direction raster= Flow D
Page 27 and 28: 20- عمل شيب فايل من ق
Page 29: 29
Page 33 and 34: اختارEditor Start Editing33-
Page 35 and 36: -35 اختارFeatures CreateConstr
Page 37 and 38: Save Edit -37Stop Editing -3837
Page 39 and 40: Arc Toolbox-45Conversion Tools -46F
Page 41 and 42: Clip Geoprocessing-52Input Features
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Page 49 and 50: -2ديزاينكرنا سةريَذ
Page 51 and 52: Table No. (1)Max. 24-hrs rainfall f
Page 53 and 54: SD= Sqrt(Σ(pi-px)2 / (N-1)SD: Stan
Page 55 and 56: Table No. (3)55
Page 57 and 58: تصميم المسيل المائ
Page 59 and 60: المدخالت )Input( :-1 مسا
Page 61 and 62: (MWL)المدخالت :)Input(‎1
Page 63 and 64: How to calculate Slope Length Facto
Page 65 and 66: Figure No. (10)Procedure of Calcula
Page 67 and 68: 567
Page 69 and 70: 6تم عمل برنامج لحسا
Page 71 and 72: 1-SelectDesign and Analysis by Prok
Page 73 and 74: 5-Draw Dam Section with scale, and
Page 75 and 76: 7-Chose Design code:8-Input X, Y co
Page 77 and 78: 11- If you have Anchor topology, in
Page 79 and 80: 15-From Calcsheet (Calculate sheet)
Page 81 and 82:
1-Input data, follow solved example
Page 83 and 84:
83
Page 85 and 86:
5-Select Bending Schedule:85
Page 87 and 88:
2-Input data in table below:87
Page 89 and 90:
4-Select Design diagram:89
Page 91 and 92:
6-Select Calculate Sheet (Calcsheet
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93
Page 95 and 96:
7-Design of Reinforced Concrete Sla
Page 97 and 98:
2-Follow Solved Example:97
Page 99 and 100:
4-Select Reinforcement:5-Select Ben
Page 101:
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للمهندسين المدنيين (مدني+موارد مائية)

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