| ISO No. |
R&D Topic |
| OP-3-04 |
Project File Naming Convention and Storing Procedure |
| OP-3-05 |
General Procedure in Hydrological Modeling |
| OP-3-06 |
Procedure in Low Flow Analysis |
| OP-3-07 |
Cross-Section Conversion in MIKE 11 |
| OP-3-08 |
Hydraulic Modeling in using MIKE 11 |
| OP-3-09 |
Global Mapper Quick Reference |
| OP-3-10 |
Hydrologic Modeling in using HEC HMS |
| OP-3-11 |
Supervision Checklist for Dam Safety Inspection |
| OP-3-12 |
Model set up in MIKE 21 and MIKE Flood |
| OP-3-13 |
Guidelines to Carry out Flood Investigation on Urban Area |
| OP-3-14 |
Guidelines in using Snyder UH in HEC-HMS |
| OP-3-15 |
DYNHYD Hydrodynamic Modeling |
| OP-3-16 |
Checklist for Preparation of Report for Submission |
| OP-3-17 |
Checklist for M11 Model Setup |
| OP-3-18 |
Low-Flow Estimation using HP 12 |
| OP-3-19 |
Derivation of Design Floods using HP 11 |
| OP-3-20 |
Derivation of Design Rainfall using MSMA |
| OP-3-21 |
Estimating Population Projection and Water Demand |
| OP-3-22 |
Estimation of Irrigation Water Demand |
| OP-3-23 |
Derivation of Design Floods using Modified Rational Method and Modified Rational
Method Hydrograph Method in MSMA |
| OP-3-24 |
Runoff Estimation for Ungauged Catchment |
| OP-3-25 |
Soil Erosion Estimation using EMC Method |
| OP-3-26 |
XP SWMM model Set -up |
| OP-3-27 |
Derivation of Design Flood for Urban Drainage Design Submission using Modified
Rational Method |
| OP-3-28 |
Preparation of Sediment Modeling and its Data Requirement |
| OP-3-29 |
HecResSim Simulation |
| OP-3-30 |
Dam Break Modeling |
| OP-3-31 |
Guideline on Gap Filling of Rainfall and Evaporation Data |
| OP-3-32 |
Flood Damage Assessment using JPS Procedure |
| OP-3-33 |
Soil Loss Computation using ArcGIS |
