Method for determining an instantaneous unit hydrograph

• US 6,522,972 B2
• Filed: 07/18/2001
• Issued: 02/18/2003
• Est. Priority Date: 07/18/2001
• Status: Active Grant

• Current Assignee: Preston W. Helms
• Original Assignee: Preston W. Helms
• Inventors: Helms, Preston W
• Primary Examiner(s): Lefkowitz, Edward
• Assistant Examiner(s): Gutierrez, Anthony
• Application Number:
  US09/907,973
• Publication Number:
  US 20030018432A1
• Time in Patent Office: 580 Days
• Field of Search: 702/3, 702/5, 405/39, 405/36
• US Class Current: 702/3
• CPC Class Codes: E03F 1/00 Methods, systems, or installations for draining-off sewage or storm water

Abstract

A method for producing a more accurate instantaneous unit hydrograph particularly for urban areas and for use in specifying the capacities of structures engineered to manage surface water runoff at the watershed catchment. The method uses map data verified by on-site inspections to obtain the input for the computer-performed calculation of initial probabilities, transition probabilities and mean waiting times, and subsequently the instantaneous unit hydrograph. This data includes the areas, links between streams, and slopes of various parts of the watershed.

Claims

1. A method for estimating surface water runoff to be received by a catchment from a watershed, said method comprising the steps of:

selecting a watershed having a catchment and channels;

obtaining map data about said watershed;

obtaining rainfall data for said watershed;

identifying channels within said watershed from said map data;

categorizing said channels in said watershed by order;

making a first set of counts of the numbers of said channels of each order that drain into channels of each other order;

making a second set of counts of the total numbers of channels of said each order;

defining, from said map data, areas within said watershed that drain into said channels of said each order;

measuring the total area of said watershed from said map data;

measuring the total areas of said watershed that drain into said channels of said each order from said map data;

determining overland waiting times from said map data for each area in said watershed;

determining channel waiting times from said map data for each channel in said watershed;

inputting said first and said second sets of counts, said total area of said watershed, said total areas of said watershed draining into said channels of said each order, said overland waiting times and said channel waiting times into a programmed general purpose computer;

calculating, using said general purpose computer, an initial probability matrix from said total area of said watershed and said total areas of said watershed draining into said channels of said each order;

calculating, using said general purpose computer, a transition probability matrix by dividing said first set of counts by said second sets of counts;

multiplying, using said general purpose computer, said initial probability matrix by said transition probability matrix to obtain a state probability matrix;

taking, using said general purpose computer, the time derivative of said state probability matrix at said catchment; and

estimating said surface water runoff from said time derivative and said rainfall data for said watershed.

2. The method as recited in claim 1, further comprising the step of determining channel waiting times for said channels of said each order from a mean length of said channels of said each order and a mean velocity of flow of said channels of said each order.

3. The method as recited in claim 1, wherein said watershed selected in said selecting step is an urban watershed.

4. A method for designing a catchment of a watershed, said method comprising the steps of:

selecting a watershed having channels;

obtaining map data about said watershed;

obtaining rainfall data for said watershed;

identifying channels within said watershed;

categorizing said channels in said watershed by order;

making a first set of counts of the numbers of said channels of each order that drain into channels of each other order;

making a second set of counts of the total numbers of channels of said each order;

defining, from said map data, areas within said watershed that drain into said channels of said each order;

measuring the total area of said watershed from said map data;

measuring the total areas of said watershed that drain into said channels of said each order from said map data;

determining overland waiting times from said map data for each area in said watershed;

determining channel waiting times from said map data for each channel in said watershed;

inputting said first and said second sets of counts, said total area of said watershed, said total areas of said watershed draining into said channels of said each order, said overland waiting times and said channel waiting times into a programmed general purpose computer;

calculating, using said general purpose computer, an initial probability matrix from said total area of said watershed and said total areas of said watershed draining into said channels of said each order;

calculating, using said general purpose computer, a transition probability matrix by dividing said first set of counts by said second sets of counts;

multiplying, using said general purpose computer, said initial probability matrix by said transition probability matrix to obtain a state probability matrix;

taking, using said general purpose computer, the time derivative of said state probability matrix at said catchment;

estimating said surface water runoff from said time derivative and said rainfall data for said watershed; and

specifying the size of a catchment dimensioned to receive said surface water runoff.

5. The method as recited in claim 4, wherein said channels are identified and characterized by field inspection.