Volume 8 – Mechanical and Electrical Services - Malaysia Geoportal

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1.1 TYPE OF PUMPS USED IN DID Chapter 1 PUMPING INSTALLATION 1 PUMPING INSTALLATION Generally, most of the pumps used in DID are high volume - low head type. Mixed-flow and axialflow are most commonly used for both irrigation pumping and flood control. Paddy field irrigation pump operates continuously during the planting season while flood drainage pump operates intermittently whenever the inflow water is excessive and during flood. However for high heads, radial-flow and/or Francis type may be used particularly in long delivery pipeline system. Lately, Archimedean screw pumps have also been installed in view of its capability in handling large volume of water over a wide range of flow rates without clogging. However, civil works is expected to be expensive as it takes up substantial floor space on installation. Pumps of various design configurations are as shown in Figures 1.1 (a) (b) (c) (d) (e) & (f). Fig. 1.1(a) End Suction Pump Fig. 1.1(b) Archimedean Screw Pumps March 2009 1-1
Chapter 1 PUMPING INSTALLATION Axial flow design for highest capacity requirements Fig. 1.1(c) Propeller Pump Mixed flow unit with diffuser and closed impeller for higher head applications Fig. 1.1(d) Mixed Flow Pump 1-2 March 2009
Page 1 and 2: GOVERNMENT OF MALAYSIA DEPARTMENT O
Page 3 and 4: DID MANUAL VOLUME 8 Foreword The fi
Page 5 and 6: DID MANUAL VOLUME 8 Registration of
Page 7 and 8: DID MANUAL VOLUME 8 List of Volumes
Page 9 and 10: DID MANUAL VOLUME 8 TNB TSHD USBR T
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Chapter 2 GATE DESIGN Figure 2.13 T
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Chapter 2 GATE DESIGN b) High press
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Chapter 2 GATE DESIGN Figure 2.18 H
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Chapter 2 GATE DESIGN Bulkhead gate
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Chapter 2 GATE DESIGN Table 2.1 Cor
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2.4.1 Materials for Hydraulic Gates
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Chapter 2 GATE DESIGN Corrosion mit
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Chapter 2 GATE DESIGN 2.6 GATE TEST
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Chapter 2 GATE DESIGN (This page is
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Chapter 2 GATE DESIGN 1.0 GENERAL T
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Chapter 2 GATE DESIGN APPENDIX 2B M
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Chapter 2 GATE DESIGN a) Sill Beam
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1.0 PURPOSE Chapter 2 GATE DESIGN A
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Chapter 2 GATE DESIGN 5.0 Fully Ope
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Chapter 2 GATE DESIGN Section 5 Tro
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Chapter 2 GATE DESIGN (This page is
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Chapter 3 GROUND WATER FACILITIES T
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3.1 INTRODUCTION Chapter 3 GROUND W
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Chapter 3 GROUND WATER FACILITIES F
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Chapter 3 GROUND WATER FACILITIES O
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Chapter 3 GROUND WATER FACILITIES D
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Chapter 3 GROUND WATER FACILITIES T
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CHAPTER 4 OCCUPATIONAL SAFETY AND H
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Chapter 4 OCCUPATIONAL SAFETY AND H
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Chapter 5 PLANT MANAGEMENT AND CONT
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5.1 INTRODUCTION Chapter 5 PLANT MA
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CHAPTER 6 ENERGY EFFICIENCY IN MANA
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Chapter 6 ENERGY EFFICIENCY IN MANA
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Device in the Solar Panel Chapter 6
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Chapter 7 ELECTRICAL SERVICES Table
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Chapter 7 ELECTRICAL SERVICES List
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Chapter 7 ELECTRICAL SERVICES 7 ELE
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Chapter 7 ELECTRICAL SERVICES The d
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Chapter 7 ELECTRICAL SERVICES If we
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Chapter 7 ELECTRICAL SERVICES The r
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Chapter 7 ELECTRICAL SERVICES 7.3 4
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Chapter 7 ELECTRICAL SERVICES 7.3.5
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Chapter 7 ELECTRICAL SERVICES Table
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Chapter 7 ELECTRICAL SERVICES The r
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Chapter 7 ELECTRICAL SERVICES APPEN
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Chapter 7 ELECTRICAL SERVICES (d) (
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Chapter 7 ELECTRICAL SERVICES (cont
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CHAPTER 8 DREDGER
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Chapter 8 DREDGER List of Tables Ta
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Chapter 8 DREDGER d) Beach nourishm
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Chapter 8 DREDGER As a backup syste
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Chapter 8 DREDGER Fig. 8.5 Cutter S
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8.4 EQUIPMENT OF DREDGER Typical Dr
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Chapter 8 DREDGER Table 8.3 - Dispo
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Chapter 8 DREDGER 3.2 Speed Boat -
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Chapter 8 DREDGER 3.0 Supervision C
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Chapter 8 DREDGER ii. Where there i
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Chapter 8 DREDGER ‣ Synthetic rop
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8.12 OPERATION & MAINTENANCE Manual
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Chapter 8 DREDGER • Check the lev
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Chapter 9 ASSET MANAGEMENT Table of
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Chapter 9 ASSET MANAGEMENT 9.4.6.5
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Chapter 9 ASSET MANAGEMENT 9 ASSET
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Chapter 9 ASSET MANAGEMENT 9.2.4 Pe
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Chapter 9 ASSET MANAGEMENT 9.3.2 Tu
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Chapter 9 ASSET MANAGEMENT Fig. 9.2
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Chapter 9 ASSET MANAGEMENT Kementer
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Chapter 9 ASSET MANAGEMENT Table 9.
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Chapter 9 ASSET MANAGEMENT • Pega
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Chapter 9 ASSET MANAGEMENT f) Mempe
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9.4.5.17 Tukar barang (Barter trade
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Langkah-langkah yang perlu diambil:
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CHAPTER 10 SCADA AND AUTOMATION SYS
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Chapter 10 SCADA AND AUTOMATION SYS
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Volume 8 – Mechanical and Electrical Services - Malaysia Geoportal

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