Table 1 shows how this manual is organized. Chapters 4-8 and 10 present the equations of the various methods, define the terms of the equations that make up the underlying algorithm, and explain the solution techniques used in the program. In addition, parameters of the methods and techniques for estimating the parameter values are also described.
Because of the importance of model calibration, Chapter 9 describes the automated calibration feature of the program in detail. This can be used to estimate model parameters with measured precipitation and streamflow.
Table 1.Summary of contents of HEC-HMS Technical Reference Manual.

Chapter

Topic

Description of Contents

1

Introduction

Provides an overview of the program and the technical reference manual

2

Primer on models

Defines terms used throughout the manual and describes basic concepts and components or the program

3

Program components

Describes how hydrologic processes are represented and identifies the methods that are included in the program

4

Precipitation

Identifies each type of precipitation event that may be analyzed, describes the format of the data for each, and presents the precipitation processing algorithms

5

Snow accumulation and melt

Summarizes the processes at work in a snow pack and describes the methods included simulating snow melt

6

Evaporation and transpiration

Describes the processes of evaporation and transpiration and describes how they are modeled in the program

7

Infiltration and runoff volume

Summarizes the methods that are included for estimating runoff volume, given precipitation

8

Surface runoff

Summarizes the methods available for computing runoff hydrographs, given runoff volume

9

Baseflow

Describes the methods for considering sub-surface flow

10

Channel flow

Describes the alternative methods for open channel flow that are available and provides guidance for usage

11

Water-control facilities

Describes the diversion and reservoir elements

12

Automatic parameter estimation

Describes how parameters may be calibrated with historical precipitation and runoff data