amu bukhara irrigation system rehabilitation

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



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, 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. 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

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Чертил

Масштаб

Scale:

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Designed byПроектировал

Project leader

Вед. инженер

Рук. проекта

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Approved

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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



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"INFO CAPITAL GROUP" LLC

Проектная Зона Project Location Map


J. Rieg

B. Rozikhodjaev

J. Rieg

B. Rozikhodjaev



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



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Линейная схема АБМК Schematic Layout of ABMK


J. Rieg

B. Rozikhodjaev

U. Juraev

R. Mohamed

J. Rieg

R. Mohammed


0 19.07.13



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Насосная стнация Новая Хамза

Khamza New Pump StationGeneral Layout of Pump Station


J. Rieg

F. Hoellerhage

J. Rieg

B. Freeman

J. Rieg

B. Freeman

1 : 4000 ABISR/KHN/004Rev: Date:

0 19.07.13



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Khamza New Pump StationMechanical and Electrical Equipment List


J. Rieg

F. Hoellerhage

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B. Freeman

J. Rieg

B. Freeman


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Khamza New Pump StationPlan of Pump Station


J. Rieg

F. Hoellerhage

J. Rieg

B. Freeman

J. Rieg

B. Freeman


0 19.07.13

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



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Khamza New Pump StationCross Section of Pump Station


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F. Hoellerhage

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B. Freeman

J. Rieg

B. Freeman


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Khamza New Pump StationLongitudinal Section A-A


J. Rieg

F. Hoellerhage

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B. Freeman

J. Rieg

B. Freeman


0 19.07.13



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Khamza New Pump StationLongitudinal Section B-B


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B. Freeman

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Khamza New Pump StationCross Section 1-1


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F. Hoellerhage

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B. Freeman

J. Rieg

B. Freeman


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J. Rieg

F. Hoellerhage

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Khamza New Pump StationControl and Administration Floor. Plan El. 192.30


J. Rieg

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B. Freeman

J. Rieg

B. Freeman


0 19.07.13



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Khamza New Pump StationAccess Floor. Plan El. 188.80


J. Rieg

F. Hoellerhage

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B. Freeman

J. Rieg

B. Freeman


0 19.07.13



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Khamza New Pump StationMotor Floor. Plan El. 184.60/185.65


J. Rieg

F. Hoellerhage

J. Rieg

B. Freeman

J. Rieg

B. Freeman


0 19.07.13



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Khamza New Pump StationVolute Case / Valve Floor. Plan El. 177.25/179.70/181.10


J. Rieg

F. Hoellerhage

J. Rieg

B. Freeman

J. Rieg

B. Freeman


0 19.07.13



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Khamza New Pump StationDraft Tube Floor. Plan El. 173.10/174.10


J. Rieg

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B. Freeman

J. Rieg

B. Freeman


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Khamza New Pump StationStarting Section of Discharge Pipelines


J. Rieg

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B. Freeman

J. Rieg

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Khamza New Pump StationOutlet Structure


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B. Freeman


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Khamza New Pump StationTypical Cross Sections of the Canals and Discharge Pipes


J. Rieg

F. Hoellerhage

J. Rieg

B. Freeman

J. Rieg

B. Freeman


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



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Насосная стнация Новая ХамзаОтстойник ТВС первичной очистки

Khamza New Pump StationTWS primary cleaning settling basin


J. Rieg

B. Rozikhodjaev

U. Juraev

J. Rieg



0 19.07.13Page No:

Лист

1/3



m=1.0

m=1.0

m=1.0

m=1.0

50400 400100160 100 100


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


Flume LR8

Сборные ж/бетонные плиты

Flume LR8



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J. Rieg

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0 19.07.13Page No:

Лист

2/3

300600


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



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J. Rieg

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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


Разрез2-2Section 2-2




Разрез 6-6Section 6-6 Проект Реабилитации Аму-Бухарской Ирригиционной Системы

Amu Bukhara Irrigation System Rehabilitation (Project Preparatory Technical Assistance)


Chief engineer

Чертил


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Одобрено


Khamza New Pump StationThree chamber sedimentation basin for TWS


J. Rieg

B. Freeman

J. Rieg

B. Freeman


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


Drawing No:

Чертeж

Chief engineer

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Новая насосная станция ХамзаОднолинейные схемы. Условные обозначения

Khamza New Pump StationSingle Line Diagrams. Legend Symbols


J. Rieg

B. Rozikhodjaev

J. Rieg

J. Rieg


Rev: Date:

ABISR/KHN/024 0 19.07.13

��

��

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


Drawing No:

Чертeж

Chief engineer

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Drawn by

Designed by

Проектировал



Checked


Одобрено

Новая насосная станция ХамзаСистема ТВС

Khamza New Pump StationTechnical Water Supply System


J. Rieg

B. Rozikhodjaev

J. Rieg

J. Rieg


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.



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Одобрено

Новая насосная станция ХамзаСистема опорожнения и дренажа

Khamza New Pump StationDewatering and Drainage System


J. Rieg

B. Rozikhodjaev

J. Rieg

J. Rieg


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



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Новая насосная станция ХамзаДиаграмма трубопроводки Khamza New Pump Station

Piping Diagram


J. Rieg

B. Rozikhodjaev

J. Rieg

J. Rieg


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





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Новая насосная станция ХамзаСистема Сжатого Воздуха Khamza New Pump Station

Compressed Air System


J. Rieg

B. Rozikhodjaev

J. Rieg

J. Rieg


Rev: Date:

ABISR/KHN/028 0 19.07.13

��

��

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







(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



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Одобрено

Новая насосная станция ХамзаСистема Подачи и Отвода Масла

Khamza New Pump StationOli Supply and Disposal System


J. Rieg

B. Rozikhodjaev

J. Rieg

J. Rieg


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



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Новая насосная станция ХамзаГидравлическая схема для главного дискового затвора

Khamza New Pump StationHydraulic Schema for Main Discharge Butterfly Valve


J. Rieg

B. Rozikhodjaev

J. Rieg

J. Rieg


Rev: Date:

ABISR/KHN/030 0 19.07.13



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Khamza New Pump StationGeneral Electrical Single Line Diagram


J. Rieg

B. Zobel

J. Redder

B. Freeman

J. Rieg

B. Freeman

ABISR/KHN/031Date:

19.07.13Rev:

0Page No: Лист

1/2



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Khamza New Pump StationGeneral Electrical Single Line Diagram


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


min

100

7510

075

min

100

100

JOINT TYPE 2 CCONTRACTION JOINT

WITH SHEAR KEY


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


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



0° FOR INCLINED OR VERTICAL JOINTS10° FOR HORIZONTAL JOINTS

a =a =

a


Standard Details, Joints and WaterstopsSheet 1 of 3


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







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







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


DETAIL A

JOINT FILLER 20 mm 20JOINT FINISHING TYPE JF1

CONTINUOUS STAINLESS STEELPLATE 8 x 50, BOLT,WASHER AND

NUT

GEOTEXTILE

STRIPS OF GEOTEXTILE


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





Standard Details, Connection Details


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





Standard Details, Handrails


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°





Standard Details, Steel Ladders


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





Standard Details, Steel Gratings


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





Standard Details, Concrete Covers


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





Standard Details, Marker Post and EdgeStones


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.





Standard Details,Security Fence - Sheet 1 of 2


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






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°





Standard Details, Guard Rails


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


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


50





Standard Details,Cable Pulling Shafts on Bridges


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





Standard Details,Mooring Bollard


<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


Topography Khamza NewPump Station Area


amu bukhara irrigation system rehabilitation

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