WATER MANAGEMENT IN DEEP PEAT SOILS IN MALAYSIA
Material type: TextSeries: PH.D THESIS-SALMAH ZAKARIAPublication details: CRANFIELD: CRANFIELD INSTITUTE OF TECHNOLOGY, 1992Description: VARIOUS PAGINSubject(s):Item type | Current library | Collection | Call number | Copy number | Status | Date due | Barcode | |
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Tesis | JPS HQ Library Main Library | General Collections | THESIS METEO & CLIM 553.97 SAL (Browse shelf(Opens below)) | 1 | Available | 1000005798 |
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THESIS METEO & CLIM 551.509 MOH RAMALAN BANJIR DENGAN KAEDAH SACRAMENTO UNTUK KAWASAN TADAHAN SG. PAHANG DI KAMPUNG SUNGAI YAP,/ | THESIS METEO & CLIM 551.509 SEA LINEAR FLOW FORECASTING IN THE PAHANG RIVER BASIN | THESIS METEO & CLIM 551.578.1 CHU ANALYSIS OF RAINFALL CHARACTERISTICS FOR HYDROLOGICAL DESIGN,/ | THESIS METEO & CLIM 553.97 SAL WATER MANAGEMENT IN DEEP PEAT SOILS IN MALAYSIA | THESIS METEO &CLIM 551.578.1:633.2 FEN Development And Application Of A Finite Element Distributed Rainfall Runoff Simulation Model | THESIS MGT 658 AHM Recent developments in tender evaluation procedures and their application to Malaysia / Ahmad Anuar Othman | THESIS PHE 628 (285.3) ASN Efficiency of swale and dry pond for stormwater management / Asnol Adzhan bin Abd. Manap |
Thesis
Chapter 1: Introduction. 1.1 General. 1.2 Problems in peat reclamation and drainage. 1.3 Research objectives. 1.4 Scope 6. Chapter 2: Review of literature. 2.1 Water management in peat. 2.2 Peat soil. 2.3 Crop production requirements in peat. 2.4 Engineering requirements in Agriculture. Chapter 3: Experimental approach. 3.1 Approach and alternatives. 3.2 Experimental design. 3.3 Drainage and agronomic trials. Chapter 4: Experimental methods. 4.1 Hydropedological data. 4.2 Bearing capacity and consolidation. 4.3 Shrinkage, irreversibility peat depth and subsidence. 4.4 Agronomic trials. Chapter 5: Experimental results and analysis. 5.1 Hydropedological data. 5.2 Bearing capacity and consolidation. 5.3 Shrinkage, irreversibility peat depth and subsidence. 5.4 Agronomic trials. Chapter 6: Modeling water-table movement in Benut. 6.1 General. 6.2 Young's et al mathematical model. 6.3 Testing of young et al model in Benut. 6.4 Applicability of younger et al model in Benut. 6.5 Applications of the simulation model. Chapter 7: General. 7.2 Field water management requirements. 7.3 Water management systems requirements-the ideal case. 7.4 Environmental requirements. 7.5 Other management requirements. 7.6 Proposed model water management for pineapple in peat. Chapter 8: General. 8.2 Research findings. 8.3 Recommendations. 8.4 Conclusion.
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