amu bukhara irrigation system rehabilitation
TRANSCRIPT
Technical Assistance Consultant’s Report
This consultant’s report does not necessarily reflect the views of ADB or the Government concerned, and ADB and the Government cannot be held liable for its contents. (For project preparatory technical assistance: All the views expressed herein may not be incorporated into the proposed project’s design.
Project Number: TA 7917 July 2013
Republic of Uzbekistan: Amu Bukhara Irrigation System Rehabilitation (Feasibility Study Volume 2 Khamza New Pump Station Drawings)
Prepared by Lahmeyer International in association with Info Capital Group
For the Ministry of Agriculture and Water Resources
ABISR/KHN 032 Standard Details, Joints and Waterstops - Sheet 1 of 3
ABISR/KHN 037 Standard Details, Steel Ladders
ABISR/KHN 038 Standard Details, Steel Gratings
ABISR/KHN 039 Standard Details, Concrete Covers
ABISR/KHN 040 Standard Details, Marker Post and Edge Stones
ABISR/KHN 041 Standard Details, Security Fence - Sheet 1 of 2
ABISR/KHN 042 Standard Details, Security Fence - Sheet 2 of 2
ABISR/KHN 043 Standard Details, Guard Rails
ABISR/KHN 044 Standard Details, Cable Pulling Shafts on Bridges
ABISR/KHN 045 Standard Details, Mooring Bollard
ABISR/KHN 046 Topography Khamza New Pump Station Area
DRAWING NUMBER DRAWING LIST СПИСОК ЧЕРТЕЖЕЙ
ABISR/KHN 001
Project Location mapABISR/KHN 002
Khamza New Pump Station. General Layout of Pumping Station Насосная стнация Новая Хамза . План насосной станцииABISR/KHN 004
Khamza New Pump Station. M&E Equipment List Насосная стнация Новая Хамза . Перечень ЭиМ оборудованияABISR/KHN 005
Khamza New Pump Station. Plan of Pumping Station Насосная стнация Новая Хамза . План Узла Насосной СтанцииABISR/KHN 006
ABISR/KHN 007 Khamza New Pump Station. Cross Section of Pump Station
ABISR/KHN 008 Khamza New Pump Station. Longitudinal Section A-A
ABISR/KHN 009
ABISR/KHN 010
ABISR/KHN 011
ABISR/KHN 012
Khamza New Pump Station. Control and Administration Floor. Plan El. 192.30ABISR/KHN 013
Khamza New Pump Station. Access Floor. Plan El. 188.80ABISR/KHN 014
Khamza New Pump Station. Motor Floor. Plan El. 184.60/185.65ABISR/KHN 015
Khamza New Pump Station. Volute Case/Valve Floor. Plan El. 177.25/179.70/181.10ABISR/KHN 016
Khamza New Pump Station. Draft Tube Floor. Plan El. 173.10/174.10ABISR/KHN 017
Khamza New Pump Station. Discharge Pipelines Насосная стнация Новая Хамза . Напорные трубопроводыABISR/KHN 018
Khamza New Pump Station. Outlet Structure Насосная стнация Новая Хамза . Водовыпускное сооружениеABISR/KHN 019
Khamza New Pump Station. Cross sections of canal Насосная стнация Новая Хамза . Поперечные сечения каналаABISR/KHN 021
Khamza New Pump Station. TWS silting basin Насосная стнация Новая Хамза . Отстойник ТВСABISR/KHN 022
Khamza New Pump Station. Three chamber TWS silting basin Насосная стнация Новая Хамза . Трехкамерыйк отстойник ТВСABISR/KHN 023
ABISR/KHN 024
ABISR/KHN 025
Khamza New Pump Station. Single line diagrams. Legend symbolsНасосная стнация Новая Хамза . Однолинейные диаграммы. Условные обозначения
ABISR/KHN 026
Khamza New Pump Station. Single line diagrams. Technical water supply Насосная стнация Новая Хамза . Система технического водоснабжения
ABISR/KHN 027
Khamza New Pump Station. Single line diagrams. Dewatering and drainageНасосная стнация Новая Хамза . Система опорожнения и дренажа
ABISR/KHN 028
Khamza New Pump Station. Single line diagrams. Piping diagram system Насосная стнация Новая Хамза . Диаграмма трубопроводов
ABISR/KHN 029
Khamza New Pump Station. Single line diagrams. Compressed air system Насосная стнация Новая Хамза . Система сжатого воздуха
ABISR/KHN 030
Khamza New Pump Station. Single line diagrams. Oil supply and disposal system Насосная стнация Новая Хамза . Система маслоснабжения
Насосная стнация Новая Хамза . Гидравлическая схема главногодискового затвора
ABISR/KHN 031
Khamza New Pump Station. Hydraulic Schema for Main Discharge Butterfly Valve
ABISR/KHN 033 Standard Details, Joints and Waterstops - Sheet 2 of 3
ABISR/KHN 034 Standard Details, Joints and Waterstops - Sheet 3 of 3
DRAWING NUMBER DRAWING LIST СПИСОК ЧЕРТЕЖЕЙ
ABISR/KHN 035 Standard Details, Connection Details
ABISR/KHN 036 Standard Details, Handrails
Стандартные детали, Узлы и уплотнения- стр.1 из 3
Стандатрные детали, Стальные лестницы
Стандартные детали, Стальные рещетки
Стандартные детали, бетонные крышки
Стандартные детали, направляющие и концевые столбики
Стандартные детали, ограждения - стр 1 из 2
Стандартные детали, полручни
Стандартные детали, кабельные шахты на мостиках
Стандартные детали, столбик крепления
Топография площадки новой насосной станции Хамза
Стандарнтные детали, Узлы соединения
Стандартные детали, Перила
Стандартные детали, Узлы и уплотнения- стр.2 из 3
Стандартные детали, Узлы и уплотнения- стр.3 из 3
Стандартные детали, ограждения - стр 2 из 2
Khamza New Pump Station. General Single Line Diagram
Khamza New Pump Station. Cross Section 1-1
Khamza New Pump Station. Cross Section 2-2
Khamza New Pump Station. Cross Section 3-3
Khamza New Pump Station. Longitudinal Section B-B
Drawing List
Schematic Layout of ABMKABISR/KHN 003
Проект Реабилитации Аму-Бухарской Ирригиционной Системы Amu Bukhara Irrigation System Rehabilitation (Project Preparatory Technical Assistance)
Drawing No: Чертeж
Chief engineer
Чертил
Масштаб
Scale:
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Designed byПроектировал
Project leader
Вед. инженер
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Checked
Approved
Проверил
Одобрено
Список чертежейDrawing list
Ministry of Agriculture and WaterResources
J. Rieg
B. Rozikhodjaev
J. Rieg
B. Freeman B. Freeman
ABISR/KHN/001Rev: Date:
0 19.07.13
Khamza newНовая Хамза
Проект Реабилитации Аму-Бухарской Ирригиционной Системы Amu Bukhara Irrigation System Rehabilitation (Project Preparatory Technical Assistance)
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"INFO CAPITAL GROUP" LLC
Проектная Зона Project Location Map
Ministry of Agriculture and WaterResources
J. Rieg
B. Rozikhodjaev
J. Rieg
B. Rozikhodjaev
B. Freeman B. Freeman
ABISR/KHN/002Rev: Date:
0 19.07.13
T u d a k u lreservoirω= 1200 mln.m3
Kuyu Mazarreservoir = 330 mln.m3ω
Shorkulreservoir = 180 mln.m3ω
ABMK II
North western branch
Shakhrud canalKharkhur
Zarafshan river
PK1796+71
Q=
100
m3/
s
Q = 60 m3/s
Kuyu MazarQ = 100 m3/s Q=40 m3/s
PK1686+21
PK1650+00
Kuyumazar (floating)Q = 35.0 m3/s
ABM
K I
PK1608+66Outlet tower
Q=
60 m
3/s
Q =
152.5 m3/s
KyzyltepaQ=105.0 m3/s
PK1912+70
Q = 38.4 m3/sQ = 11m3/s
Urtachul canal
Q=
69m
3/s
NavoiQ = 18 m3/s
Shaf
irkan
bra
nch
Tashrabad
Troynik
Karaul bazarQ = 22 m3/s
PK828+00
PK531+00
PK501+00
Khamza 1Q = 64,0 m3/s
Khamza auxiliaryQ = 45,0m3/s
Jondor 2Q = 43,0 m3/s
Jondor 3Q = 33.0 m3/s
Avgyr canal
Khamza 2Q = 135 m/sPK446+97
Jondor 1Q = 46.0 m3/s
Q=149.5m3/s
PK310+43Q =
135 m3/s
PK137+70
PK 28+00
Q=328 m3/s Q=
42 m
3/s
Alat Q = 42.0 m3/s
KarakulQ = 35.4 m3/s
Q=
350
m3/
s
Shik
h By
ttik
can
alQ
= 2
2 m
3/s
Amud
arya
riv
er
Legend / Условные обозначения
Main Canals
Railroad bridges
Siphon
Pumping station
Cross regulator
Emergency spillway
Flume
PK44
0+80
PK32
8+36
Q = 212.5 m3/s
Kyzyltepa auxiliary
Q = 236.5 m3/s
DrujbaQ = 10 m3/s
Q = 65 m3/s
PK1886+70
PK100+70
Prokop
Kharkhur branch
Karaulbazar canal
Amu
Kara
kul c
anal
Jondor canal
Shakhrud
ABMK
Vabkentdarya
Амуд
арья
Ших
Бы
тты
к
Алат
Аму
Кара
кум
Каракуль
Жондор
Жондор 2
Хамза вспм.Жондор 1
Хамза 1
PK1520+00
Yam
andj
ar c
anal
Яман
джар
Куюмазар
Куюмазар плв.
Караулбазар
Тройник
ТудакульУртачуль
Кызылтепа всп.
Навои
Хархурская
Кызылтепа
Прокоп
Шаф
ирка
н
Ташрабад
ВабкентдарьяХархур
Шахруд
река Зарафшан
канал Шахруд
Северозападная
Жондор 3
Авгир
Дружба
КараулбазарХамза 2
Куюмазар
Шоркуль
Магистральные каналы
Жлезнодорожный мост
Дюкер
Насосная станция
Головной регулятор
Аварийный сброс
Лоток
Проект Реабилитации Аму-Бухарской Ирригиционной Системы Amu Bukhara Irrigation System Rehabilitation (Project Preparatory Technical Assistance)
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Линейная схема АБМК Schematic Layout of ABMK
Ministry of Agriculture and WaterResources
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B. Rozikhodjaev
U. Juraev
R. Mohamed
J. Rieg
R. Mohammed
ABISR/KHN/003Rev: Date:
0 19.07.13
Проект Реабилитации Аму-Бухарской Ирригиционной Системы Amu Bukhara Irrigation System Rehabilitation (Project Preparatory Technical Assistance)
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Насосная стнация Новая Хамза
Khamza New Pump StationGeneral Layout of Pump Station
Ministry of Agriculture and WaterResources
J. Rieg
F. Hoellerhage
J. Rieg
B. Freeman
J. Rieg
B. Freeman
1 : 4000 ABISR/KHN/004Rev: Date:
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Проект Реабилитации Аму-Бухарской Ирригиционной Системы Amu Bukhara Irrigation System Rehabilitation (Project Preparatory Technical Assistance)
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Насосная стнация Новая Хамза
Khamza New Pump StationMechanical and Electrical Equipment List
Ministry of Agriculture and WaterResources
J. Rieg
F. Hoellerhage
J. Rieg
B. Freeman
J. Rieg
B. Freeman
ABISR/KHN/005Rev: Date:
0 19.07.13
Проект Реабилитации Аму-Бухарской Ирригиционной Системы Amu Bukhara Irrigation System Rehabilitation (Project Preparatory Technical Assistance)
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Насосная стнация Новая Хамза
Khamza New Pump StationPlan of Pump Station
Ministry of Agriculture and WaterResources
J. Rieg
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1 : 750 ABISR/KHN/006Rev: Date:
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Параметры подводящего каналаШирина канала по дну в = 13,0мЗаложение откоса m = 2.5Уклон дна канала i = 0.00005
Шероховатость n = 0.0221
Parameters of intake canalCanal bed width в = 13.0mSide slopes m = 2.5Canal bed gradient i = 0.00005
Roughness coefficient n = 0.0221
1. Гравийная подготовка Тсл.=20см2. Монолитный бетон подготовки В7,5 Тсл.=10см
4. Защитный слой бетона М100 Тсл.=5см5. Фундаментная плита
3. Гидроизоляция - два слоя изола на битумной мастике
1. Gravel bedding Тсл.=20cm2. Mass concrete bedding В7,5 Тсл.=10cm
4. Concrete protection layer М100 Тсл.=5cm5. Foundation plate
3. Water proofing - two layers of izol on bitumen mastic
Проект Реабилитации Аму-Бухарской Ирригиционной Системы Amu Bukhara Irrigation System Rehabilitation (Project Preparatory Technical Assistance)
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Насосная стнация Новая Хамза
Khamza New Pump StationCross Section of Pump Station
Ministry of Agriculture and WaterResources
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Проект Реабилитации Аму-Бухарской Ирригиционной Системы Amu Bukhara Irrigation System Rehabilitation (Project Preparatory Technical Assistance)
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Насосная стнация Новая Хамза
Khamza New Pump StationLongitudinal Section A-A
Ministry of Agriculture and WaterResources
J. Rieg
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1 : 250 ABISR/KHN/008Rev: Date:
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Проект Реабилитации Аму-Бухарской Ирригиционной Системы Amu Bukhara Irrigation System Rehabilitation (Project Preparatory Technical Assistance)
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Насосная стнация Новая Хамза
Khamza New Pump StationLongitudinal Section B-B
Ministry of Agriculture and WaterResources
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1 : 250 ABISR/KHN/009Rev: Date:
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Проект Реабилитации Аму-Бухарской Ирригиционной Системы Amu Bukhara Irrigation System Rehabilitation (Project Preparatory Technical Assistance)
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Насосная стнация Новая Хамза
Khamza New Pump StationCross Section 1-1
Ministry of Agriculture and WaterResources
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J. Rieg
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1 : 200 ABISR/KHN/010Rev: Date:
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Проект Реабилитации Аму-Бухарской Ирригиционной Системы Amu Bukhara Irrigation System Rehabilitation (Project Preparatory Technical Assistance)
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Насосная стнация Новая Хамза
Khamza New Pump StationCross Section 2-2
Ministry of Agriculture and WaterResources
J. Rieg
F. Hoellerhage
J. Rieg
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J. Rieg
B. Freeman
1 : 200 ABISR/KHN/011Rev: Date:
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Проект Реабилитации Аму-Бухарской Ирригиционной Системы Amu Bukhara Irrigation System Rehabilitation (Project Preparatory Technical Assistance)
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Насосная стнация Новая Хамза
Khamza New Pump StationCross Section 3-3
Ministry of Agriculture and WaterResources
J. Rieg
F. Hoellerhage
J. Rieg
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J. Rieg
B. Freeman
1 : 200 ABISR/KHN/012Rev: Date:
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Проект Реабилитации Аму-Бухарской Ирригиционной Системы Amu Bukhara Irrigation System Rehabilitation (Project Preparatory Technical Assistance)
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Насосная стнация Новая Хамза
Khamza New Pump StationControl and Administration Floor. Plan El. 192.30
Ministry of Agriculture and WaterResources
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F. Hoellerhage
J. Rieg
B. Freeman
J. Rieg
B. Freeman
1 : 250 ABISR/KHN/013Rev: Date:
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Проект Реабилитации Аму-Бухарской Ирригиционной Системы Amu Bukhara Irrigation System Rehabilitation (Project Preparatory Technical Assistance)
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Насосная стнация Новая Хамза
Khamza New Pump StationAccess Floor. Plan El. 188.80
Ministry of Agriculture and WaterResources
J. Rieg
F. Hoellerhage
J. Rieg
B. Freeman
J. Rieg
B. Freeman
1 : 250 ABISR/KHN/014Rev: Date:
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Проект Реабилитации Аму-Бухарской Ирригиционной Системы Amu Bukhara Irrigation System Rehabilitation (Project Preparatory Technical Assistance)
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Насосная стнация Новая Хамза
Khamza New Pump StationMotor Floor. Plan El. 184.60/185.65
Ministry of Agriculture and WaterResources
J. Rieg
F. Hoellerhage
J. Rieg
B. Freeman
J. Rieg
B. Freeman
1 : 250 ABISR/KHN/015Rev: Date:
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Проект Реабилитации Аму-Бухарской Ирригиционной Системы Amu Bukhara Irrigation System Rehabilitation (Project Preparatory Technical Assistance)
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Насосная стнация Новая Хамза
Khamza New Pump StationVolute Case / Valve Floor. Plan El. 177.25/179.70/181.10
Ministry of Agriculture and WaterResources
J. Rieg
F. Hoellerhage
J. Rieg
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J. Rieg
B. Freeman
1 : 250 ABISR/KHN/016Rev: Date:
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Проект Реабилитации Аму-Бухарской Ирригиционной Системы Amu Bukhara Irrigation System Rehabilitation (Project Preparatory Technical Assistance)
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Насосная стнация Новая Хамза
Khamza New Pump StationDraft Tube Floor. Plan El. 173.10/174.10
Ministry of Agriculture and WaterResources
J. Rieg
F. Hoellerhage
J. Rieg
B. Freeman
J. Rieg
B. Freeman
1 : 250 ABISR/KHN/017Rev: Date:
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Проект Реабилитации Аму-Бухарской Ирригиционной Системы Amu Bukhara Irrigation System Rehabilitation (Project Preparatory Technical Assistance)
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Насосная стнация Новая Хамза
Khamza New Pump StationStarting Section of Discharge Pipelines
Ministry of Agriculture and WaterResources
J. Rieg
F. Hoellerhage
J. Rieg
B. Freeman
J. Rieg
B. Freeman
1 : 400 ABISR/KHN/018Rev: Date:
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Проект Реабилитации Аму-Бухарской Ирригиционной Системы Amu Bukhara Irrigation System Rehabilitation (Project Preparatory Technical Assistance)
Drawing No: Чертeж
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Насосная стнация Новая Хамза
Khamza New Pump StationOutlet Structure
Ministry of Agriculture and WaterResources
J. Rieg
F. Hoellerhage
J. Rieg
B. Freeman
J. Rieg
B. Freeman
1 : 400 ABISR/KHN/019Rev: Date:
0 19.07.13
Проект Реабилитации Аму-Бухарской Ирригиционной Системы Amu Bukhara Irrigation System Rehabilitation (Project Preparatory Technical Assistance)
Drawing No: Чертeж
Chief engineer
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МасштабScale:
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Насосная стнация Новая Хамза
Khamza New Pump StationTypical Cross Sections of the Canals and Discharge Pipes
Ministry of Agriculture and WaterResources
J. Rieg
F. Hoellerhage
J. Rieg
B. Freeman
J. Rieg
B. Freeman
1 : 500 ABISR/KHN/021Rev: Date:
0 19.07.13
6004001000
0.00 0.00+0.50
0.00
-4.00-4.00
900 25 400 100 100
50
Разрез 1-1Section 1-1
m=1.0
m=1.0
5010
Лоток ЛР-8Пульповод
1050
Рельсы под соротчистную машину
Подводящий трубопровод
Rails for trash cleaning machine
Intake pipeline
Flume LR8
Проект Реабилитации Аму-Бухарской Ирригиционной Системы Amu Bukhara Irrigation System Rehabilitation (Project Preparatory Technical Assistance)
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"INFO CAPITAL GROUP" LLC
Насосная стнация Новая ХамзаОтстойник ТВС первичной очистки
Khamza New Pump StationTWS primary cleaning settling basin
Ministry of Agriculture and WaterResources
J. Rieg
B. Rozikhodjaev
U. Juraev
J. Rieg
B. Freeman B. Freeman
1 : 150 ABISR/KHN/022Rev: Date:
0 19.07.13Page No:
Лист
1/3
Разрез 2-2Section 2-2
Разрез 3-3Section 3-3
m=1.0
m=1.0
m=1.0
m=1.0
50400 400100160 100 100
Лоток ЛР-8Пульповод
Precast r/c plates
1050
-4.00
0.000.00+0.50 +0.50
+0.500.00 0.00
50400 400100160 100 100
16030 30
Лоток ЛР-8Пульповод
Flume LR8
Сборные ж/бетонные плиты
Flume LR8
Проект Реабилитации Аму-Бухарской Ирригиционной Системы Amu Bukhara Irrigation System Rehabilitation (Project Preparatory Technical Assistance)
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"INFO CAPITAL GROUP" LLC
Насосная стнация Новая ХамзаОтстойник ТВС первичной очистки
Khamza New Pump StationTWS primary cleaning settling basin
Ministry of Agriculture and WaterResources
J. Rieg
B. Rozikhodjaev
U. Juraev
J. Rieg
B. Freeman B. Freeman
1 : 150 ABISR/KHN/022Rev: Date:
0 19.07.13Page No:
Лист
2/3
300600
Разрез 4-4Section 4-4
m=1.0
m=1.0
0.000.00 0.00+0.10
50400100160 475 50
525
Лоток ЛР-8Пульповод Отводящий трубопровод
Flume LR8 Offtake pipeline
Проект Реабилитации Аму-Бухарской Ирригиционной Системы Amu Bukhara Irrigation System Rehabilitation (Project Preparatory Technical Assistance)
Drawing No: Чертeж
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Масштаб
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"INFO CAPITAL GROUP" LLC
Насосная стнация Новая ХамзаОтстойник ТВС первичной очистки
Khamza New Pump StationTWS primary cleaning settling basin
Ministry of Agriculture and WaterResources
J. Rieg
B. Rozikhodjaev
U. Juraev
J. Rieg
B. Freeman B. Freeman
1 : 150 ABISR/KHN/022Rev: Date:
0 19.07.13Page No:
Лист
3/3
0.00 0.00
-4.40
-3.20
i=0.03-5.10
-0.30-0.80
-6.43
-6.80 -7.70
-6.03
-4.50
40 540 40 380 40 180 65 1815 2595 50 60 300 40
4615 3801230
4615 3801230
-4.40
-5.10
0.00
-1.90
950
60 830 60
-3.20
0.00
-5.40
110 150 140 150 140 150 110
950
-4.40
0.00
60 50 150 50 40 50 150 50 40 50 150 50 60
950
50
910
-6.03
-4.50
-3.10
80 125 290 80125290
990
-6.80 -7.70
Разрез 1-1Section 1-1
Разрез2-2Section 2-2
Разрез 3-3Section 3-3
Разрез 5-5Section 5-5
Разрез 4-4Section 4-4
Разрез 6-6Section 6-6 Проект Реабилитации Аму-Бухарской Ирригиционной Системы
Amu Bukhara Irrigation System Rehabilitation (Project Preparatory Technical Assistance)
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Насосная стнация Новая Хамза
Khamza New Pump StationThree chamber sedimentation basin for TWS
Ministry of Agriculture and WaterResources
J. Rieg
B. Freeman
J. Rieg
B. Freeman
1 : 200 ABISR/KHN/023Rev: Date:
0 19.07.13
B. Rozikhodjaev
U. Juraev
GATE VALVE (NORMALLY CLOSED)
FLOW CONTROL VALVE
BUTTERFLY VALVE
CHECK VALVE
�AUTO STRAINER
FLOW ELEMENT
FINE FILTER
STRAINER
FLANGE FITTING
�� FLOW SWITCH
GLOVE VALVE (NORMALLY CLOSED)
SYMBOL DESCRIPTION
PI PRESSURE INDICATOR
FI FLOW INDICATOR
LT LEVEL TRANSMITTER
MOTOR VALVEM
GLOVE VALVE (NORMALLY OPEN)
GATE VALVE (NORMALLY OPEN)
SYMBOL DESCRIPTION
PT PRESSURE TRANSMITTER
ЗАПОРНЫЙ КЛАПАН (ОТКРЫТЫЙ)
ЗАПОРНЫЙ КЛАПАН (ЗАКРЫТЫЙ)
КЛАПАН РЕГУЛЯТОР ПОТОКА
ДИСКОВЫЙ ЗАТВОР
ОБРАТНЫЙ КЛАПАН
КЛАПАН С ПРИВОДОМ
ГРИБКОВЫЙ КЛАПАН (ОТКРЫТЫЙ)
ГРИБКОВЫЙ КЛАПАН (ЗАКРЫТЫЙ)
ФЛАНЦЕВЫЙ ФИТТИНГ
АВТОМАТИЧЕСКИЙ ФИЛЬТР
РАСХОДОМЕР
ФИЛЬТР ТОНКОЙ ОЧИСТКИ
ФИЛЬТР
РЕЛЕ ОГРАНИЧЕНИЯ РАСХОДА
ИНДИКОТОР ДАВЛЕНИЯ
ИНДИКОТОР РАСХОДА
ДАТЧИК УРОВНЯ
ДАТЧИК ДАВЛЕНИЯ
ОПИСАНИЕ
ОБРАТНЫЙ КЛАПАН
ОПИСАНИЕ
Проект Реабилитации Аму-Бухарской Ирригиционной Системы Amu Bukhara Irrigation System Rehabilitation (Project Preparatory Technical Assistance)
Drawing No:
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Новая насосная станция ХамзаОднолинейные схемы. Условные обозначения
Khamza New Pump StationSingle Line Diagrams. Legend Symbols
Ministry of Agriculture and WaterResources
J. Rieg
B. Rozikhodjaev
J. Rieg
J. Rieg
B. Freeman B. Freeman
Rev: Date:
ABISR/KHN/024 0 19.07.13
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Nr 1 Nr 2 Nr 3 Nr 4 Nr5 Nr 6 Nr 7 Nr 8
Sedimentation basinОтстойник
min 229.39m a.s.l.
DN
300
660m
DN
100
DN25
DN
100
�
�
�
Auto strainer (each 3100 l/min)Автоматические фильтры (каждый 3920л/мин)
MAIN UNITS 1 TO 8ГЛАВНЫЕ АГРЕГАТЫ 1-8
(775
l/m
in)
TO INTAKEВ ВОДОЗАБОР
Motor A/W cooler Воздушное охлаждение мотора
Масляное охлаждение мотора (верхнее/нижнее)
Pump bearing Подшипники насоса
DN80 (590 l/min)
DN40 (90 l/min)
PI
PI
PI
PI
PI
PIDN32
Motor bearing oil cooler (upper/lower)
FI
FI
FI
PI
PI
PI
PI
PI
PI
DN200
DN200
DN200
(620
0l/m
in)
(45l/min)
From main discharge pipelineИз напорного трубопровода
M
PDS
PI
PI
PI
(50l/min)
FI
Optional booster pumpfor shaft seal water
(725
l/min
)
DN 300
LS LT
HH
LL
PDS
PDS
COOLING WATER REQUIREMENT FOR ONE MAIN PUMP UNIT
TOTAL COOLING WATER FLOW 775 L/MIN
1. MAIN PUMP UNIT BEARING 45 L/MIN2. MAIN PUMP SHAFT SEAL 50 L/MIN3. MAIN MOTOR OIL COOLER 90 L/MIN4. MAIN MOTOR AIR COOLER 590 L/MIN
188.80 m. a.s.l.
SHAFT SEAL WATERВода для подшипника вала
Опционально вспомогательные насосы воды для подшипника вала
ТРЕБОВАНИЕ К ОХЛАЖДАЮЩЕЙ ВОДЕ ДЛЯ ОДНОГО АГРЕГАТА
ВСЕГО 775 Л/МИН
1. ПОДШИПНИК НАСОСА 45 Л/МИН2. УПЛОТНИТЕЛЬ ВАЛА НАСОСА 50 Л/МИН3. МАСЛЯНОЕ ОХЛАЖДЕНИЕ МОТОРА 90 Л/МИН4. ВОЗДУШНОЕ ОХЛАЖДЕНИЕ МОТОРА 590 Л/МИН
МОТОР
Проект Реабилитации Аму-Бухарской Ирригиционной Системы Amu Bukhara Irrigation System Rehabilitation (Project Preparatory Technical Assistance)
Drawing No:
Чертeж
Chief engineer
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Масштаб
Scale:
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Checked
ApprovedПроверил
Одобрено
Новая насосная станция ХамзаСистема ТВС
Khamza New Pump StationTechnical Water Supply System
Ministry of Agriculture and WaterResources
J. Rieg
B. Rozikhodjaev
J. Rieg
J. Rieg
B. Freeman B. Freeman
Rev: Date:
ABISR/KHN/025 0 19.07.13
PS
LS LT
HH
LL
HH ALARM (SIGNAL TO CCR)HL 3 PUMP 3 START
HL 2 PUMP 2 STARTHL 1 PUMP 1 START
LL 3 PUMP 3 STOPLL 2 PUMP 2 STOP
LL 1 PUMP 1 STOPLL ALARM (STOP ALL PUMPS)
#1 #2 #3
DN
150
DN
150
DN
150
DN 200
M
DN
200
DN
250
M
DN
200
DN
250
LS LT
HH
LL
ГАЛЛЕРЕЯ ОПОРОЖНЕНИЯ
187.85 m a.s.l.
AIR
VEN
T
DISCHARGE HEADERDEWATERING TO INTAKE
181.10 m a.s.l. M
MAIN PUMPSUCTION SIDE
DN
200
DEWATERING PIPEUNIT 1
2 AIR
VEN
T
DEWATERING PUMPS (2 SETS)
H=18m, Q=80l/s
DN 300
TO PUMP STATION INTAKE EL. 188.80 m.a.s.l.К ВОДОЗАБОРУ Н.С. НА ОТМ. 188.80 м
PI PT
187.85 m a.s.l.
SLUDGE PUMP UNIT (1 SET)
DRAINAGE PUMPS(2+1 SETS)H=18m, 35l/s
H
MAIN BUTTERFLY VALVEГЛАВНЫЙ ДИСКОВЫЙ ЗАТВОР
UNIT UNIT 3 UNIT 4 UNIT 5 UNIT 6 UNIT 7 UNIT 8
PSPS
PI
PIPI
PI
H
MAINTENANCE BUTTERFLY VALVEДИСКОВЫЙ ЗАТВОР ДЛЯ ОБСЛУЖИВАНИЯ
PSPSHH
LL
HH
LL
DEWATERING GELLERY
АГРЕГАТ №2 АГРЕГАТ №3 АГРЕГАТ №4 АГРЕГАТ №5 АГРЕГАТ №6 АГРЕГАТ №7 АГРЕГАТ №8ТРУБОПРОВОД ОПОРОЖНЕНИЯАГРЕГАТ №1
НАСОСЫ ОПОРОЖНЕНИЯ (2 КОМПЛ.)
PIPIPI
HH
LL
HH
LL
HH
LL
ДРЕНАЖНЫЕ НАСОСЫ
ПУЛЬПОНАСОС (1 КОМПЛ.)
НАПОРНЫЙ КОЛЛЕКТОР
173.10 m a.s.l.
173.10 m a.s.l.
Проект Реабилитации Аму-Бухарской Ирригиционной Системы Amu Bukhara Irrigation System Rehabilitation (Project Preparatory Technical Assistance)
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ApprovedПроверил
Одобрено
Новая насосная станция ХамзаСистема опорожнения и дренажа
Khamza New Pump StationDewatering and Drainage System
Ministry of Agriculture and WaterResources
J. Rieg
B. Rozikhodjaev
J. Rieg
J. Rieg
B. Freeman B. Freeman
Rev: Date:
ABISR/KHN/026 0 19.07.13
M
M
M
M
M
M
M
M
M
INTAKECANAL
TRASHRACKSSTOPLOGS
MAIN VALVEØ2100 mm MAINTENANCE VALVE
Ø2300 mm
RISING MAIN Ø4100mm620m LENGTH
LT LSHH
LLLT
LT
LT
LT
LT
LT
LT
LT
Ø2300 mm
Ø2300 mm
Ø2300 mm
Ø2300 mm
Ø2300 mm
Ø2300 mm
Ø2300 mm
Ø2300 mm
Ø2300 mm
Ø2300 mm
Ø2300 mm
Ø2300 mm
Ø2300 mm
Ø2300 mm
Ø2300 mm
Ø2300 mm
PT PT
PT PT
PT PT
PT PT
PT PT
PT PT
PT PT
PT PT
FI
FI
FI
FI
FI
FI
FI
FI
DISCHARGE BASIN LT LSHH
LL
SEDIMENTATION TANK
MAIN PUMP SETS (7+1SETS)Q=11.25m3/s, H=53m
TECHNICAL WATER SUPPLY
H
RISING MAIN Ø4100mm620m LENGTH
H
H
H
H
H
H
H
M
M
M
M
M
M
M
M
M
VACUUM PUMP SYSTEM
FLOAT CONTROL VALVE
M
M
MM
M
M
M
PT
PT
СИСТЕМА ТЕХНИЧЕСКОГО ВОДОСНАБЖЕНИЯ
ШАНДОРЫРЕШЕТКИ
КАНАЛ
НАПОРНЫЙ ТРУБОПРОВОД
НАПОРНЫЙ БАССЕЙН
СИСТЕМА ВАКУМНОГО НАСОСА
ПОПЛАВКОВЫЙ КЛАПАН
ОТСТОЙНИК
КЛАПАН ОБСЛУЖИВАНИЯОСНОВНОЙ КЛАПАНГЛАВНЫЕ НАСОСЫ (7+1КОПЛ.)
ПОДВОДЯЩИЙ
НАПОРНЫЙ ТРУБОПРОВОД
Discharge system dewatering pipeТруба опорожнения напорной системы
Проект Реабилитации Аму-Бухарской Ирригиционной Системы Amu Bukhara Irrigation System Rehabilitation (Project Preparatory Technical Assistance)
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Одобрено
Новая насосная станция ХамзаДиаграмма трубопроводки Khamza New Pump Station
Piping Diagram
Ministry of Agriculture and WaterResources
J. Rieg
B. Rozikhodjaev
J. Rieg
J. Rieg
B. Freeman B. Freeman
Rev: Date:
ABISR/KHN/027 0 19.07.13
PN 100.5 m³
PI
PS
PI
PS
To El. 188.80 m. a.s.l
To El. 184.60 m. a.s.l
To El. 177.25 m. a.s.l
PN 100.5 m³
Air piston compressor
Подключение пневматических инструментов
E.l. 179.70 m. a.s.l.
HH
LL
HH
LL
Воздушный поршневой компрессор
Connection for pneumatic tools
На отметку 188.80
На отметку 184.60
На отметку 177.25
Проект Реабилитации Аму-Бухарской Ирригиционной Системы Amu Bukhara Irrigation System Rehabilitation (Project Preparatory Technical Assistance)
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ApprovedПроверил
Одобрено
Новая насосная станция ХамзаСистема Сжатого Воздуха Khamza New Pump Station
Compressed Air System
Ministry of Agriculture and WaterResources
J. Rieg
B. Rozikhodjaev
J. Rieg
J. Rieg
B. Freeman B. Freeman
Rev: Date:
ABISR/KHN/028 0 19.07.13
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OIL VOLUME FOR ONE MAIN PUMP UNIT SET1. UPPER MOTOR GUIDE/THRUST BEARING 1.1 m³2. LOWER MOTOR GUIDE BEARING 0.3 m³3. PUMP GUIDE BEARING 0.2 m³
TOTAL 1.6m³
188.80 m a.s.l.FRESH TANK
Емкость чистого масл. 188.80 m a.s.l.DISPOSAL TANKЕмкость отраб. масл.
TI
LSHH
LL
LSHH
LL
LSHH
LL
TI
TI
Mobile oil purification system
177.25 m a.s.l.STORAGE CONTAINERКонтейнер хранения
M
АГРЕГАТ №2 / MAIN PUMP 2 LI
(FOR 8 MAIN PUMP UNITS) (FOR 8 MAIN PUMP UNITS)
LOWER MOTOR GUIDE BEARING
UPPER MOTOR GUIDE THRUST BEARING
PUMP GUIDE BEARING
MAIN PUMP 4
MAIN PUMP 2
MAIN PUMP 3
MAIN PUMP 8
LI LI
Переносная система очистки масла
АГРЕГАТ №3 / MAIN PUMP 3
АГРЕГАТ №4 / MAIN PUMP 4
АГРЕГАТ №8 / MAIN PUMP 8
АГРЕГАТ №2 / MAIN PUMP 2
АГРЕГАТ №3 / MAIN PUMP 3
АГРЕГАТ №4 / MAIN PUMP 4
АГРЕГАТ №8 / MAIN PUMP 8
(ДЛЯ 8 АГРЕГАТОВ) (ДЛЯ 8 АГРЕГАТОВ)
НИЖНИЙ НАПРАВЛЯЮЩИЙПОДШИПНИК МОТОРА
ВЕРХНИЙ НАПРАВЛЯЮЩИЙПОДШИПНИК МОТОРА
НАПРАВЛЯЮЩИЙ ПОДШИПНИК НАСОСА
2. НИЖНИЙ НАПРАВЛЯЮЩИЙ ПОДШИПНИК МОТОРА1. ВЕРХНИЙ НАПРАВЛЯЮЩИЙ ПОДШИПНИК МОТОРА
3. НАПРАВЛЯЮЩИЙ ПОДШИПНИК НАСОСА
ОБЪЕМ МАСЛА ДЛЯ ОДНОГО НАСОСНОГО АГРЕГАТА
ВСЕГО
0.3 м1.1 м
0.2 м
1.6 м
3
3
3
3
Проект Реабилитации Аму-Бухарской Ирригиционной Системы Amu Bukhara Irrigation System Rehabilitation (Project Preparatory Technical Assistance)
Drawing No: Чертeж
Chief engineer
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Рук. проекта
Checked
ApprovedПроверил
Одобрено
Новая насосная станция ХамзаСистема Подачи и Отвода Масла
Khamza New Pump StationOli Supply and Disposal System
Ministry of Agriculture and WaterResources
J. Rieg
B. Rozikhodjaev
J. Rieg
J. Rieg
B. Freeman B. Freeman
Rev: Date:
ABISR/KHN/029 0 19.07.13
Gear pumpBell housing CouplingE- Motor2/2 way solenoid valve cartridgeThrottle valve cartridge
Pressure rilief valve cartridgeValve base block
114
2
3
1 15
1314
1610
8
6
9
12
M
Hand pumpAir breatherManometer 0-250 barPump filterReservoirCheck valveLevel indicator2 way ball valve
123456
89
Check valve cartridge7
101112131415
1718
16
3 way ball valve
Зубчатый насосЗащитный колпакМуфтаЭлектромотор2/2 сторонний вставной
Вставной дроссельный клапан
Вставной разгрузочный
Блок клапанов
Ручной насосВентиляторМанометр 0-250 барФильтр насосаРезервуарОбратный клапанИндикатор уровня 2 сторонний шариковый клапан
12345
6
8
9
Вставной обратный клапан7
101112131415
1718
16
3 сторонний шариковый клапан
электромагнитный клапан
клапан давления
Main discharge butterfly valveГлавный дисковый затвор
Проект Реабилитации Аму-Бухарской Ирригиционной Системы Amu Bukhara Irrigation System Rehabilitation (Project Preparatory Technical Assistance)
Drawing No: Чертeж
Chief engineer
Чертил
МасштабScale:
Drawn by
Designed byПроектировал
Project leaderВед. инженер
Рук. проекта
Checked
ApprovedПроверил
Одобрено
Новая насосная станция ХамзаГидравлическая схема для главного дискового затвора
Khamza New Pump StationHydraulic Schema for Main Discharge Butterfly Valve
Ministry of Agriculture and WaterResources
J. Rieg
B. Rozikhodjaev
J. Rieg
J. Rieg
B. Freeman B. Freeman
Rev: Date:
ABISR/KHN/030 0 19.07.13
Проект Реабилитации Аму-Бухарской Ирригиционной Системы Amu Bukhara Irrigation System Rehabilitation (Project Preparatory Technical Assistance)
Drawing No: Чертeж
Chief engineer
Чертил
МасштабScale:
Drawn by
Designed byПроектировал
Project leaderВед. инженер
Рук. проекта
Checked
ApprovedПроверил
Одобрено
Насосная стнация Новая Хамза
Khamza New Pump StationGeneral Electrical Single Line Diagram
Ministry of Agriculture and WaterResources
J. Rieg
B. Zobel
J. Redder
B. Freeman
J. Rieg
B. Freeman
ABISR/KHN/031Date:
19.07.13Rev:
0Page No: Лист
1/2
Проект Реабилитации Аму-Бухарской Ирригиционной Системы Amu Bukhara Irrigation System Rehabilitation (Project Preparatory Technical Assistance)
Drawing No: Чертeж
Chief engineer
Чертил
МасштабScale:
Drawn by
Designed byПроектировал
Project leaderВед. инженер
Рук. проекта
Checked
ApprovedПроверил
Одобрено
Насосная стнация Новая Хамза
Khamza New Pump StationGeneral Electrical Single Line Diagram
Ministry of Agriculture and WaterResources
J. Rieg
B. Zobel
J. Redder
B. Freeman
J. Rieg
B. Freeman
ABISR/KHN/031Date:
19.07.13Rev:
0Page No: Лист
2/2
JOINT TYPE 2 ACONTRACTION JOINT
ELASTIC WRAPPING2 x 75mm/40mm
7575
JOINT FILLER 20mm
EXPANSION JOINT
20
20
2020 2020 20
min
. 125
mm
min
. 125
mm
TYP. DETAILAT OUTER SURFACES
PERMANENTLY EXPOSED TO VIEW, IN CONTACT WITH WATER OR BACKFILLING
WATERSTOP WATERSTOP
COMPRESSED RUBBERJOINT SEALER
CONTRACTION JOINT
JOINT TYPE 1 AEXPANSION JOINT
a
250 mm 250 mm
a
80
COMPRESSED RUBBERJOINT SEALER
JOINT FINISHINGTYPE JF 1
JOINT FINISHINGTYPE JF 4
min
100
7510
075
min
100
100
JOINT TYPE 2 CCONTRACTION JOINT
WITH SHEAR KEY
JOINT FINISHINGTYPE JF 6
CONTRACTION JOINT
STAINLESS STEEL DOWELØ 25, 300mm
20
20
20 20
JOINT TYPE 1 CEXPANSION JOINT
WITH DOWEL
NAILING PLATE70X70X5
SLEEVE PIPEØ 30, 160mm
EXPANSION JOINT
JOINT FILLER 20 mm
JOINT FINISHINGTYPE JF 3
EXPANSION JOINT
202020 2020
20
CONTRACTION JOINTJOINT FILLER 20 mm
SEALINGCOMPOUND
BACK ROD
JOINT TYPE 1 BEXPANSION JOINT
WITHOUT WATERSTOP
TYP. DETAILAT SURFACES INSIDE OF STRUCTURES AND OUTER SURFACES
PERMANENTLY EXPOSED TO VIEW, NOT IN CONTACT WITH WATER OR BACKFILLING JOINT TYPE 2 B
CONTRACTION JOINTWITHOUT WATERSTOP
JOINT FINISHINGTYPE JF 2
JOINT FINISHINGTYPE JF 5
0° FOR INCLINED OR VERTICAL JOINTS10° FOR HORIZONTAL JOINTS
a =a =
a
Проект Реабилитации Аму-Бухарской Ирригиционной Системы Amu Bukhara Irrigation System Rehabilitation (Project Preparatory Technical Assistance)
Standard Details, Joints and WaterstopsSheet 1 of 3
Ministry of Agriculture and WaterResources
NOTES:1. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS INDICATED OTHERWISE.
2. THE SCALE SHOWN IN THE TITLE BLOCK IS FOR A DRAWING PRINTED ON A3 SIZE PAPER.
3. COORDINATES AND DIMENSIONS SHOULD BE CONFIRMED DURING DETAILED DESIGN AND APPROVED BY THE PROJECT MANAGER.
WATERSTOP
125125
125
250
JOINT TYPE 3 CCONSTRUCTION JOINT
IN GROOVE
CONSTRUCTION JOINT
JOINT TYPE 3 BCONSTRUCTION JOINTWITHOUT WATERSTOP
CONSTRUCTION JOINT
min
. 125
mm
250
WATERSTOP
a
JOINT TYPE 3 ACONSTRUCTION JOINT
WITH WATERSTOP(FOR STRUCTURES IN CONTACT WITH WATER ONLY)
0° FOR INCLINED OR VERTICAL JOINTS10° FOR HORIZONTAL JOINTS
a =a =
a
JOINT FILLER 20mm
EXPANSION JOINT
20
20
2020
min
. 250
mm
WATERSTOP
JOINT TYPE 1 DEXPANSION JOINT
500 mm
a
JOINT TYPE 2 DCONTRACTION JOINT
ELASTIC WRAPPING2 x 75mm/40mm
7575
2020 20
min
. 250
mm
WATERSTOP CONTRACTION JOINT
a
500 mm
80
Проект Реабилитации Аму-Бухарской Ирригиционной Системы Amu Bukhara Irrigation System Rehabilitation (Project Preparatory Technical Assistance)
Standard Details, Joints and WaterstopsSheet 2 of 3
Ministry of Agriculture and WaterResources
NOTES:1. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS INDICATED OTHERWISE.
2. THE SCALE SHOWN IN THE TITLE BLOCK IS FOR A DRAWING PRINTED ON A3 SIZE PAPER.
3. COORDINATES AND DIMENSIONS SHOULD BE CONFIRMED DURING DETAILED DESIGN AND APPROVED BY THE PROJECT MANAGER.
REBAR Ø 10
20
L 120x10, MS
VA
RIE
S
JOINTFILLER
CAST IN-SITUCONCRETE SLAB
JOINT TYPE 4BEXPANSION JOINT AT BRIDGE
PAVEMENT AREA
JOINT FINISHINGTYPE JF2
Ø10@200 (ADDITIONAL - U STIRRUPS)
TYPICAL REINFORCEMENTFOR JOINT TYPE 1 A
JOINT FILLER
Ø10@200 (ADDITIONAL - U STIRRUPS)
TYPICAL REINFORCEMENTFOR JOINT TYPE 2 A
REBAR Ø 10
20
L 120x10, MS
JOINT SEALANT30x12 WELDED TO" L" PROFILE
175
MIN
VA
RIE
S
175x10
JOINTFILLER
CAST IN-SITUCONCRETE SLAB
SCREWS M10/20C/C 300, STAGGERED
ARRANGEMENT
JOINT TYPE 4 AEXPANSION JOINT AT BRIDGE
ROAD AREA
TYPICAL REINFORCEMENT FORJOINT TYPE 3 A
CONTINUOUSREINFORCEMENT
WATERSTOP
POLYMER MODIFIED MORTAR BEDCOMPRESSED SEALANT
TRANSFLEX TYPE (OR EQUIVALENT)
EXPANSION JOINT AT MAIN ROAD BRIDGE
TRANSITION STRIPS TO BE POLYMERMODIFIED CONCRETE
ALTERNATIVE JOINT TYPE 4A
MOVEMENT ACCOMMODATION: +/-25 mm
20
NOTES:1. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS INDICATED OTHERWISE.
2. THE SCALE SHOWN IN THE TITLE BLOCK IS FOR A DRAWING PRINTED ON A3 SIZE PAPER.
3. COORDINATES AND DIMENSIONS SHOULD BE CONFIRMED DURING DETAILED DESIGN AND APPROVED BY THE PROJECT MANAGER.
Проект Реабилитации Аму-Бухарской Ирригиционной Системы Amu Bukhara Irrigation System Rehabilitation (Project Preparatory Technical Assistance)
Standard Details, Joints and WaterstopsSheet 3 of 3
Ministry of Agriculture and WaterResources
SLAB CONNECTIONSCALE 1:20
MEMBRANEEXPANSION LOOP
GEOTEXTILE IF REQUIRED
MECHANICAL FIXING DEVICE
SAND OR SOIL WITHOUT STONES DETAIL A
JOINT FILLER 20 mm 20
JOINT FINISHING TYPE JF1
MEMBRANE EXPANSION LOOP
GEOTEXTILEIF REQUIRED
WALL CONNECTIONSCALE 1:20
MECHANICAL FIXING DEVICE
DETAIL A
JOINT FILLER 20 mm 20JOINT FINISHING TYPE JF1
CONTINUOUS STAINLESS STEELPLATE 8 x 50, BOLT,WASHER AND
NUT
GEOTEXTILE
STRIPS OF GEOTEXTILE
MECHANICAL FIXING DEVICE
STAINLESS STEEL DOWEL.INSTALLATION ACCORDING TO
MANUFACTURERSINSTRUCTIONS
AND ENGINEERS APPROVAL
MECHANICAL FIXING DEVICE OF GEOTEXTILEDETAIL "A"
SCALE 1:2
REINFORCEMENT ANCHOR Ø 20/250
APPROACH DECK ANCHORAGESCALE:1:10
2 LAYERSBITUMINOUS FELT
250
200
20 20 20
180
JOINT FILLER 20 mm
230
20
20
20
JOINT FINISHING TYPE JF1
GABION MATTRESS ANCHORAGESCALE 1:50
GEOTEXTILE w = 300 g/m² IF NOTOTHERWISE INSTRUCTEDBY THE ENGINEER
400
GABION MATTRESS ANCHOREDTO END OF CONCRETE SLAB WITH100 LONG RAWLBOLTS AND500 LONG 8 THICK STEEL PLATE
GABION MATTRESS
GABION CAGES BOUNDTOGETHER WITHGALVANISED WIRE
VA
RIE
S
400
STEEL PLATE
MATTRESS WIRE
MECHANICAL FIXING DETAIL OF GABION MATTRESS
NUT
WASHER
SCALE 1:2
NOTES:1. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS INDICATED OTHERWISE.
2. THE SCALE SHOWN IN THE TITLE BLOCK IS FOR A DRAWING PRINTED ON A3 SIZE PAPER.
3. COORDINATES AND DIMENSIONS SHOULD BE CONFIRMED DURING DETAILED DESIGN AND APPROVED BY THE PROJECT MANAGER.
Проект Реабилитации Аму-Бухарской Ирригиционной Системы Amu Bukhara Irrigation System Rehabilitation (Project Preparatory Technical Assistance)
Standard Details, Connection Details
Ministry of Agriculture and WaterResources
360
1100
550Ø 42.4x2 STEEL TUBE
POST [] 40x40x2
Ø 33.7x2 STEEL TUBE
POSTSTEEL TUBE
STEEL TUBE
265
STEEL TUBE
Ø 33.7x2 STEEL TUBE
370
RAILING TYPE 1LIGHT DUTY
2000-2500
B
B
SECTION B-B
ANCHORING TYPE A, B OR C
370
SCALE 1:25
SCALE 1:25
1100
PROFILE 120/28/27.5/23/65/23/27.5/28X4
POST 60X60
TUBE 60x40x4
ANCHORING TYPE A OR B
ROD 15x30
SECTION A-A
MAX. 2000
4
RAILING TYPE 2HEAVY DUTY
MAX. 120
A
A
STEEL PROFILE
220
ROD
POST
80
SCALE 1:25
SCALE 1:25
STEEL TUBE
ANCHORING TYPE A
ANCHORING TYPE C
STEEL BASE PLATE
DETAIL OF DETACHABLE HANDRAIL
PLUGEMBEDDED SOCKET
BOLT M10X80
ANCHORING TYPE B
POST
POST OF DETACHABLEHANDRAIL
1100
30
BOLTM10X80
SCALE 1:10
SCALE 1:25
SCALE 1:10
NOTES:1. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS INDICATED OTHERWISE.
2. THE SCALE SHOWN IN THE TITLE BLOCK IS FOR A DRAWING PRINTED ON A3 SIZE PAPER.
3. COORDINATES AND DIMENSIONS SHOULD BE CONFIRMED DURING DETAILED DESIGN AND APPROVED BY THE PROJECT MANAGER.
Проект Реабилитации Аму-Бухарской Ирригиционной Системы Amu Bukhara Irrigation System Rehabilitation (Project Preparatory Technical Assistance)
Standard Details, Handrails
Ministry of Agriculture and WaterResources
300
VA
RIE
S
<=50
00
150
200
1100
2100
n x
(100
0 - 1
200)
1100
1500
-200
015
00-2
000
1500
-200
045
0
LADDER TYPE ISCALE 1:50
LADDER TYPE IISCALE 1:50
FFLFFL
A A
B
B
FFLFFL
150
200 200
45° 45°
360
PL. 50 X 5 mm
200
Ø 760 mm
SECTION A-ASCALE 1:25
FFL
750
1100
50
ANCHOR BOLTM12X100
100
100
SECTION B-BSCALE 1:25
300
300
ANCHOR BOLTM12X100
225
200
DETAIL ASCALE 1:10
RUNG20X20
445
WIDTH 900-1200
150
300
80°
OPTIONAL FLAP PLATFORMCHEQUERED STEEL PLATE WITH BRACING
(OPENING OF THE FLAP SHALL BEPOSSIBLE FROM BOTH DIRECTIONS)
FRAME ANGLE
>=1500
OPTIONAL HAND GRIP
150
1000
- 12
00
OPTIONAL FLAP PLATFORMCHEQUERED STEEL PLATE WITH BRACING
(OPENING OF THE FLAP SHALL BEPOSSIBLE FROM BOTH DIRECTIONS)
LADDER TYPE IVSCALE 1:50
LADDER TYPE IIISCALE 1:50
OPTIONAL HAND GRIP
FRAME ANGLE
FFLFFL
80°
NOTES:1. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS INDICATED OTHERWISE.
2. THE SCALE SHOWN IN THE TITLE BLOCK IS FOR A DRAWING PRINTED ON A3 SIZE PAPER.
3. COORDINATES AND DIMENSIONS SHOULD BE CONFIRMED DURING DETAILED DESIGN AND APPROVED BY THE PROJECT MANAGER.
Проект Реабилитации Аму-Бухарской Ирригиционной Системы Amu Bukhara Irrigation System Rehabilitation (Project Preparatory Technical Assistance)
Standard Details, Steel Ladders
Ministry of Agriculture and WaterResources
WID
TH
MAX. 600 MAX. 600
600 (max.)L
L/6
600 (max.)
WID
TH
L/6 L/6 L/6 L/6 L/6
STEEL BARTO DETAILS
M.S GRATING
STEEL BARTO DETAILS
HINGE TODETAILS
L
M.S GRATING
SCALE 1:10
SCALE 1:10
SEATING DETAILSSCALE :1:5
Ø12 ANCHOR150 @ 500
STEEL BAR6 (FILLET WELD)
SIZE OF GRATING (L)
t4 (CLEARANCE)
a
H30
50
STEEL BAR DETAILSSCALE 1:1
STEEL GRADE 43A
H
b
108
58
58
10
t 15 b 30 b
b
H
25 x 8 THICK FLAT BAR WELDED TO GRATING
Ø12 HIGH TENSILE PINBOTH ENDS FLATTENED
25 x 8 THICK FLAT BARWELDED TO ANGLE
25 x 8 THICK FLAT BARWELDED TO GRATING
GRATING
PLAN
25 x 8 THICK FLAT BARWELDED TO ANGLE
Ø12 ANCHOR150 @ 500
ANGLE
SECTION A-A
M.S. HINGE DETAILSCALE 1:2
AA
L PITCH H a t
19 x 4.5 ~ 500 30 19 30 5 25 x 25
ANGLE
5402530501 ~ 120025 x 4.5 30 x 30
4032301201 ~ 150032 x 4.5 6 40 x 40
6381501 ~1700 503038 x 4.5 50 x 50
50441701 ~ 190044 x 4.5 30 6 50 x 50
50301901 ~ 210050 x 4.5 650 60 x 60
H x b
GRATING STANDARD
NOTES:1. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS INDICATED OTHERWISE.
2. THE SCALE SHOWN IN THE TITLE BLOCK IS FOR A DRAWING PRINTED ON A3 SIZE PAPER.
3. COORDINATES AND DIMENSIONS SHOULD BE CONFIRMED DURING DETAILED DESIGN AND APPROVED BY THE PROJECT MANAGER.
Проект Реабилитации Аму-Бухарской Ирригиционной Системы Amu Bukhara Irrigation System Rehabilitation (Project Preparatory Technical Assistance)
Standard Details, Steel Gratings
Ministry of Agriculture and WaterResources
L
BB
B
PLAN
DETAIL 'X'
SECTION A-ASCALE 1:25
AA
SEATING DETAILS 'X'SCALE 1:5
WELDING
RUBBER PADDING50 x 6 THICK
6 THICK PLATESUPPORT FRAME
Ø12 SUS 304ANCHOR LENGTH =150mm
WITH 500mm PITCH
3010
50 150
LENGTH OF PRECASTCONCRETE COVER (L)
6 4
6 6
t
STANDARD U-BEAMTO SUIT
50
Ø21.7 x 1.9 x 1THICK PLATE
Ø15 SUS 304STEEL
4.5 x 50 x 1THICK PLATE
M.S RINGCAST IN-SITU
STEEL HANDLE DETAILSSCALE 1:5
SECTION C-C
163
21.5 120 21.521
.545
20 120 20
B
B
21.5 120 21.5
16020 120 20
SECTION B-B
PLAN
45
1520
70
4
17.9
M.S RINGCAST IN-SITU
BB
C
C
TYPICAL SLAB REINFORCEMENTNOT TO SCALE
Ø10@150
Ø10@150
MAIN REINFORCEMENT
DETAILS OF CONCRETE COVER DESIGN
L (mm) t (mm)600 80
1000 801400 1001800 1002100 1202500 120
B (mm)
3000 120
500500500500500500500
MAINREINFORCEMENT
DISTRIBUTIONREINFORCEMENT
5-Ø165-Ø165-Ø165-Ø165-Ø195-Ø195-Ø19
Ø10-150Ø10-150Ø10-150Ø10-150Ø10-150Ø10-150Ø10-150
NOTES:1. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS INDICATED OTHERWISE.
2. THE SCALE SHOWN IN THE TITLE BLOCK IS FOR A DRAWING PRINTED ON A3 SIZE PAPER.
3. COORDINATES AND DIMENSIONS SHOULD BE CONFIRMED DURING DETAILED DESIGN AND APPROVED BY THE PROJECT MANAGER.
Проект Реабилитации Аму-Бухарской Ирригиционной Системы Amu Bukhara Irrigation System Rehabilitation (Project Preparatory Technical Assistance)
Standard Details, Concrete Covers
Ministry of Agriculture and WaterResources
200
100
MA
X H
EIG
HT
500
350
BLINDING CONCRETE
VA
RIE
S
RANDOM STONE MASONRYWALL IN ACCORDANCEWITH TECHNICALSPECIFICATION
PRECAST WALL CAP MIN 35 THICK
WALL TYPE 350
RANDOM STONE WALL
SCALE 1:20
450
25
250
650
300
SELECTED FILL
PRECAST CONCRETE CLASS C30/37POST (TOP AND INCLINED FACESPAINTED WHITE)
100
METAL INDICATOR PLATE WITHLOGO AND INFORMATION TO BECONFIRMED TO BE FIXED TO TOPSURFACE OF MARKER POSTS ATSELECTED LOCATIONS ALONGCONVEYOR ALIGNMENT ASDIRECTED BY THE ENGINEER.
SCALE 1:10
NOTES:
21
OGL
MARKER POSTSECTION B-B
CONCRETE EDGE STONE
75
LEAN CONCRETE300
200
100CEMENT MORTAR
PRECAST CONCRETE CLASS C30/3775x350X750
SCALE 1:20
STRONG BACKING CONCRETE
450
450
100
300
100
300
SCALE 1:10
BB
MARKER POSTPLAN
WALL TYPE 500
RANDOM STONE WALL
800
400
500
VA
RIE
S
SCALE 1:20
RANDOM STONE MASONRY WALLWITH STRUCTURAL ANCHORAGE INACCORDANCE WITH TECHNICALSPECIFICATION
CONCRETE C20/25REINFORCEMENTNOMINALLY Ø 12-200EACH FACE
PRECAST WALL CAPMIN 35 THICK
100
VA
RIE
S-M
AX
750
200
150
250x125 PRECAST CONCRETEKERBSTONE, C30/37
LEAN CONCRETEBED ANDHAUNCH
CONCRETE KERBSTONESCALE 1:20
400
135
NOTES:1. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS INDICATED OTHERWISE.
2. THE SCALE SHOWN IN THE TITLE BLOCK IS FOR A DRAWING PRINTED ON A3 SIZE PAPER.
3. COORDINATES AND DIMENSIONS SHOULD BE CONFIRMED DURING DETAILED DESIGN AND APPROVED BY THE PROJECT MANAGER.
Проект Реабилитации Аму-Бухарской Ирригиционной Системы Amu Bukhara Irrigation System Rehabilitation (Project Preparatory Technical Assistance)
Standard Details, Marker Post and EdgeStones
Ministry of Agriculture and WaterResources
S_
3250
200
2500
5035
050
200
300
296
2200
2500 2500 2500 2500
2500
300
PLAN
*
- LE
NG
TH O
F FE
NC
E P
OS
T
- ME
SH
HE
IGH
T
*
*
*
*
*
AND GRAVEL FILLTOP OF SOIL
12 33
44 5
62
**
**
80
700
25 25 25 25
700700
A
A
B
B
A
A
B
B
CURBS AS REQUIRED
PROJECTED VIEW
300
400
80160 160
400350
150
SECTION A-A
150
100
SY
STE
M A
XIS
OF
FEN
CE
150 150
4040
CURBSPRE-CAST CONCRETE
C 20/25700x350x80mm
C 12/15LEAN CONCRETE
SY
STE
M A
XIS
OF
FEN
CE
SECTION B-B
150 150300
** **
SCALE 1:25 SCALE 1:25
POST
ANCHORING ONCONCRETE STRUCTURES
STEEL BASE PLATE200 x 200
BOLT M10X100
SCALE 1:10
POST
CORNER POST
LEGEND :
1
CENTRE POST2
BRACING BAR3
BRACING WIRE4
TENSION WIRES5
BARBED WIRE 1 ROW6
- * DIMENSIONS HAVE TO BE RE-CONFIRMED BY THE SUPPLIER OF THE FENCE OR TO BE ADAPTED TO THE SELECTED FENCE PRODUCT.
- ** DIMENSIONS TO BE DEFINED ACCORDING TO SELECTED FENCE PRODUCT
- THE COORDINATES OF THE FENCE DEFINE THE INTERSECTION OF THE SYSTEMAXES, WHICH ARE IDENTICAL WITH THE CENTER LINES OF THE POST FOUNDATIONS.THE ALIGNMENT OF THE FENCE WIRE MESH AND THE CURBS DEVIATE FROM THATSYSTEM AND THAT DEPENDENT ON THE ACTUALLY SUPPLIED FENCE AND GATEPRODUCT.
NOTES:1. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS INDICATED OTHERWISE.
2. THE SCALE SHOWN IN THE TITLE BLOCK IS FOR A DRAWING PRINTED ON A3 SIZE PAPER.
3. COORDINATES AND DIMENSIONS SHOULD BE CONFIRMED DURING DETAILED DESIGN AND APPROVED BY THE PROJECT MANAGER.
Проект Реабилитации Аму-Бухарской Ирригиционной Системы Amu Bukhara Irrigation System Rehabilitation (Project Preparatory Technical Assistance)
Standard Details,Security Fence - Sheet 1 of 2
Ministry of Agriculture and WaterResources
S1
3250
200
2500
5035
050
2500
PLAN
PROJECTED VIEW
*
- LE
NG
TH O
F FE
NC
E P
OS
T
- ME
SH
HE
IGH
T
*
*
*
*
*
TOP OF ASPHALT
13
4 5
62
*
7881 4
S2 CLEARANCE OF GATE - 5800
4674 4000
8
PAVEMENT
**
**
** **** **
** **
**
10.1 109
9.1
9.2
10.210.7
10.3
10.4
10.5
10.69.4
9.5
9.3
6
25002500
CORNER POST
LEGEND :
1
CENTRE POST2
BRACING BAR3
BRACING WIRE4
TENSION WIRES5
BARBED WIRE 1 ROW6
STARTER POST7
GATE POST8
ENTRANCE DOOR FOR STAFF9
FRAME MADE OF HOLLOW STEEL PROFILE OF SQUARE,9.1 CIRCULAR OR TRIANGULAR SHAPE
WIRE MESH INFILL9.2
THREE SOLID HINGES MADE OF STAIN-LESS STEEL9.3
U-FORM HANDLE SET, SHORT PLATE9.4
MORTISE LOCK, PROFILE CYLINDER CUT-OUT,9.5 SUITABLE FOR FINAL INSTALLATION OF PROFILE CYLINDER FITTING IN TO THE MASTER-KEY SYSTEM.
ENTRANCE GATE, DOUBLE LEAF TYPE10
10.1 FRAME MADE OF HOLLOW STEEL PROFILE OF SQUARE, CIRCULAR OR TRIANGULAR SHAPE
WIRE MESH INFILL10.2
10.3 THREE SOLID HINGES FOR EACH GATE LEAF MADE OF STAIN-LESS STEEL
U-FORM HANDLE SET, SHORT PLATE
MORTISE LOCK, PROFILE CYLINDER CUT-OUT, SUITABLE FOR FINAL INSTALLATION OF PROFILE CYLINDER FITTING IN TO THE MASTER-KEY SYSTEM.
10.4
10.5
ESPAGNOLETTE WITH BED-STOP PLATE AT FLOOR LEVEL
10.6
BACK-STOP PLATE AT TOP.10.7
- * DIMENSIONS HAVE TO BE RE-CONFIRMED BY THE SUPPLIER OF THE FENCE OR TO BE ADAPTED TO THE SELECTED FENCE PRODUCT.
- ** DIMENSIONS TO BE DEFINED ACCORDING TO SELECTED FENCE PRODUCT
- THE COORDINATES OF THE FENCE DEFINE THE INTERSECTION OF THE SYSTEMAXES, WHICH ARE IDENTICAL WITH THE CENTER LINES OF THE POST FOUNDATIONS.THE ALIGNMENT OF THE FENCE WIRE MESH AND THE CURBS DEVIATE FROM THATSYSTEM AND THAT DEPENDENT ON THE ACTUALLY SUPPLIED FENCE AND GATEPRODUCT.
- ALL BLACK STEEL MEMBERS OF POSTS, WIRE MESH AND GATES SHALL BE OFHOT-DIP GALVANISED QUALITY ACCORDING TO PTS
NOTES:1. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS INDICATED OTHERWISE.
2. THE SCALE SHOWN IN THE TITLE BLOCK IS FOR A DRAWING PRINTED ON A3 SIZE PAPER.
3. COORDINATES AND DIMENSIONS SHOULD BE CONFIRMED DURING DETAILED DESIGN AND APPROVED BY THE PROJECT MANAGER.
Проект Реабилитации Аму-Бухарской Ирригиционной Системы Amu Bukhara Irrigation System Rehabilitation (Project Preparatory Technical Assistance)
Ministry of Agriculture and WaterResources
Standard Details,Security Fence - Sheet 2 of 2
LEVELING LAYER
SOLE PLATE
GUARD RAILDETAIL TYPE 1
ANCHORAGE ON CONCRETE
HEXAGON BOLT M 16X100NUT M16, SHIM 50X18X4
RAIL ELEMENT
GALVANISED POSTIPE100 AA
3 FILLET WELD
DISTANCE ELEMENTGALVANISED STEEL
750
50 150 50
250150 100
150
150
300
DIR
EC
TIO
N O
F TR
AFF
IC
5050
200
SECTION A-A
GALVANISED 230/300/20
GALVANISEDPOST, IPE 100
GUARD RAILDETAIL TYPE 2
ANCHORAGE ON SOIL
GALVANISEDPOST, IPE 100
1200
750
DISTANCE ELEMENTGALVANISED STEEL
RAIL ELEMENT
306
80
56194
2654
4
56
R24
R9
80
3
SECTION THROUGH RAIL ELEMENT
R24
110.00°
NOTES:1. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS INDICATED OTHERWISE.
2. THE SCALE SHOWN IN THE TITLE BLOCK IS FOR A DRAWING PRINTED ON A3 SIZE PAPER.
3. COORDINATES AND DIMENSIONS SHOULD BE CONFIRMED DURING DETAILED DESIGN AND APPROVED BY THE PROJECT MANAGER.
Проект Реабилитации Аму-Бухарской Ирригиционной Системы Amu Bukhara Irrigation System Rehabilitation (Project Preparatory Technical Assistance)
Standard Details, Guard Rails
Ministry of Agriculture and WaterResources
CABLE CONDUITPVC DN 100
DETAIL OFCABLE PULLING SHAFT
(ON BRIDGE)
TOP OF FOOT PATH
EDGE PROTECTIONANGLE 50 x 50 x 5
500
175
CHEQUERED PLATE COVER550 x 225 x 600 x 5WITH INSERTED NUTS
EDGE PROTECTIONANGLE 50 x 50 x 5
DRAINAGE OUTLET Ø100
B
B
SECTION A-A
TOP OF FOOT PATH
175
50
500
CABLE CONDUITPVC DN 100
SECTION B-B
A
A
HANDRAIL TYPE 2 125 200 175 200
25
CHEQUERED PLATE COVER550 x 225 x 600 x 5WITH INSERTED NUTS
EDGE PROTECTIONANGLE 50 x 50 x 5
50
NOTES:1. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS INDICATED OTHERWISE.
2. THE SCALE SHOWN IN THE TITLE BLOCK IS FOR A DRAWING PRINTED ON A3 SIZE PAPER.
3. COORDINATES AND DIMENSIONS SHOULD BE CONFIRMED DURING DETAILED DESIGN AND APPROVED BY THE PROJECT MANAGER.
Проект Реабилитации Аму-Бухарской Ирригиционной Системы Amu Bukhara Irrigation System Rehabilitation (Project Preparatory Technical Assistance)
Standard Details,Cable Pulling Shafts on Bridges
Ministry of Agriculture and WaterResources
WL
CREST LEVEL
BERM LEVEL
2500
1000
800
400 1950
EDGE BOLLARD
EDGE PROTECTION
(2500)
CANALLINING
STAIRS
2880
SCALE 1:50SECTION E-E
540
54036
0
420
180
80MOORING PIN, St 42 Cr Mo4
REFERENCELEVEL
REFERENCELEVEL250.00 ASL
DETAIL OF 100 kN RECESSEDBOLLARD IN THE BRIDGE
PIERS(CAST IRON)SCALE 1:25
FRONT VIEW
250.00 ASL
CREST LEVEL
STAIRS
2500
2500
750
EDGE BOLLARD
EDGE PROTECTION
STAIRS
BERM LEVEL
600
E E
CANALLINING
1:2
1:2
400
NOTE:- SIZE OF FOUNDATION BLOCK TO BE CONFIRMED BY THE MANUFACTURER OF THE DREDGER ACCORDING TO FINAL MOORING LOADS .- DISTANCE BETWEEN BOLLARDS TO BE CONFIRMED BY THE MANUFACTURER OF THE DREDGER ACCORDING TO LENGTH OF THE CABLES.
MOORING BOLLARDALONG DESILTING
BASINSCALE 1:50
PLAN
300
150
150
150
METAL INDICATOR PLATE WITHINFORMATION TO BE CONFIRMED(e.g.CHAINAGE / ALLOWABLE LOAD)TO BE FIXED TO TOP SURFACE
510
300
min.300
250
PLATE TIE ROD Ø38 (St 52-3)
EDGE PROTECTION
MOORING PIN
MOORING PIN
(CAST IRON)SCALE 1:25
DETAIL OF 100 kN EDGE BOLLARDON THE BRIDGE PIERS
TOP VIEW
NOTES:1. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS INDICATED OTHERWISE.
2. THE SCALE SHOWN IN THE TITLE BLOCK IS FOR A DRAWING PRINTED ON A3 SIZE PAPER.
3. COORDINATES AND DIMENSIONS SHOULD BE CONFIRMED DURING DETAILED DESIGN AND APPROVED BY THE PROJECT MANAGER.
Проект Реабилитации Аму-Бухарской Ирригиционной Системы Amu Bukhara Irrigation System Rehabilitation (Project Preparatory Technical Assistance)
Standard Details,Mooring Bollard
Ministry of Agriculture and WaterResources
<A>
<A>
<A>
<A>
<A>
<A>
<A>
<A>
<A>
пол.дорога
пол.дорога
●06.22
●08.27●07.54
●07.34 ●09.12
●06.66
●07.00●06.52●06.37
●06.68
●06.60●06.25
●06.20
●05.47
●05.60
●05.69
●05.67
●05.67
●05.71 ●06.90
●06.69
●05.94
пустырь
07.34
пустырь
сад
сад
огород
огород
огород
сад
садсад
сад
огород
огород●05.46
●05.40
●04.30
●04.44
●04.21
●04.37
●04.30
●04.34
●04.33●03.87
●04.02
●04.18 ●04.3504.11
04.54
сад
садсад
сад
сад
пустырь
сад
сад
сад сад
водоприёмник
пустырь
<A>
<A>
лото
к
лото
к
фер
ма
Г.Н
п.ст
г.ж
К.Нсклад
г.н
огород
степь
А.Б.К
А.Б.К
●05.51 ●05.37
дно 05.15
●05.50●05.20
●05.53
●05.35●05.79
●05.47 ●06.00
●05.40
●05.54 ●06.22
●05.18
●05.08
дно04.76
●04.26
●04.35
●04.37
●07.45
●06.88
●06.00
●07.20
●07.10
бет 06.93
●06.70
●06.00
●05.02
●06.70
●06.25
●08.70
●10.63
●10.70
●08.88
●08.34
●07.65
●10.05
●10.25
●10.37
●09.12
●10.52
●07.43
●07.40
●07.77
●07.70
●07.45●08.08
●07.30
●07.25
●08.47
●08.53
●10.73
●10.37 ●10.39
●10.42
●10.43●10.33
●07.83●06.53
●05.53
●07.30●05.54
●06.80●04.54
●07.00●10.41
●00.73
●99.73
●02.63
●04.57
●08.34
●05.90
●89.86
●89.31
●87.96
●88.12
●88.13
●88.73
●89.73
●90.33
●88.93
●87.53
●88.33
●01.73
●01.83
●05.32
●05.39
●05.51
●05.48
●05.74
●05.34
●05.80●05.86
●05.50
●205.00
●204.00
●203.00
●03.54
●05.41
●02.25
●98.10
●00.06 ●88.73
●89.13
●88.53
●00.73●97.13
●97.33●97.53
●97.93●99.53
●04.01
●04.24
●04.30
●02.25●04.35
●00.45
●03.15
●06.85
●08.25●07.15●08.55
●07.25
●07.44
●08.24 ●08.46
●07.60●07.60
●07.77●06.73
●07.60
●06.80
●07.74
●07.80
●07.35●07.10
●03.55
●88.86●88.86
●98.33
●90.16
●88.33
●88.13
●87.73
●88.73
●87.93●9076 бр
●88.13
●06.14
●06.13
●06.45
●07.00
●06.85
●06.35●06.29
●06.20
●05.20
дно 05.77●06.47●06.90●06.65
●06.61●06.41
●07.83
●08.44●08.64
●08.55●08.29
●04.30
●04.20
●10.30
●10.25
●08.65
●10.40●10.73
●10.93
●10.43
●0430
●04.70
●89.47
●04.15
●04.75
●89.16
●88.06
к.н
а=0,35
●05.89●04.18
●04.40
дно 04.45
●04.91●04.94
●0483●04.10 ●05.01
●05.65●08.00
●05.90
●08.80
●09.64
●07.61
сад
●87.53бет.забор бе
т.пло
щад
ка
н/ст
бассейн
ось
агре
гата
ось агрегатаподводящего
канала
●05.25
●00.13
●02.63
205.00●05.30
●04.13●03.80
●03.77
●03.72
●04.07●03.75
●03.80●03.76
●03.77 ●03.81
●04.20●03.87
●03.80●04.23
●04.05 дно 02.80
●06.30
●04.73
●04.33●04.00
дно 01.90
дно
03.4
020
5.00 207.0
0
●10.75
●09.05
ось агрегата напорного трубопровода
трасса
d=0.35●06.30
●06.74●06.35
●07.34
дно 06.62
дно 06.74
●06.79 ●07.32
●07.52
●06.60
●06.57
●06.53 ●07.07
бет 0.3м
42.900
43.100
34.0
00
34.1
00
34.2
00
34.3
00
●04.40дно 04.76
●04.26
●05.16
●04.53
●05.26
●04.00
●05.30 дно04.74
●04.70●03.80
●04.50●04.55●04.45
●04.75●04.00
●01.41
●02.45●01.50
огор
трасса
●04.96дно04.80
●04.04дно04.00
03.70
<A>
●88.13
●88.63
●87.93
к.н
d=0.1
лото
к
ЛР-100 ●98.13d=0.35
бет●96
.54●98
.03
●01.13
●03.23напор труба провод
d=3.2м
под тр
●03.20
●04.12
●04.00
дно 06.42
●06.27●08.60
●05.02
●05.52
06.44●05.21
●0650
●06.80
●07.05
●07.85●08.08
●08.84●08.68
●97.30
●04.32
●04.04
Cheng Sheet Drawing No. Date
Designed by
Checked
Лист Листов Масштаб
1 1
ScaleSheet Sheets
Исполнит.
Проверил
Изм Лист No документа Подпись Дата
DirectorДиректор Язилов Х.Я.
Халюзин В.В.
Угланов Р.Т.
Sign
1:1000
Проект Реабилитации Аму-Бухарской Ирригиционной Системы Amu Bukhara Irrigation System Rehabilitation (Project Preparatory Technical Assistance)
Topography Khamza NewPump Station Area
Ministry of Agriculture and WaterResources