Runoff characteristics of pipeflow and effects of pipeflow on rainfall-runoff phenomena in a mountainous watershed

Citation
T. Uchida et al., Runoff characteristics of pipeflow and effects of pipeflow on rainfall-runoff phenomena in a mountainous watershed, J HYDROL, 222(1-4), 1999, pp. 18-36
Citations number
35
Categorie Soggetti
Environment/Ecology,"Civil Engineering
Journal title
JOURNAL OF HYDROLOGY
ISSN journal
00221694 → ACNP
Volume
222
Issue
1-4
Year of publication
1999
Pages
18 - 36
Database
ISI
SICI code
0022-1694(19990913)222:1-4<18:RCOPAE>2.0.ZU;2-T
Abstract
In order to assess the runoff characteristics of pipeflow in mountainous wa tersheds, precipitation and amount of pipeflow were measured for 3 years at a forested mountainous watershed in the central part of Japan. Similar cha nges in runoff characteristics were observed for two pipes over the study p eriod; the maximum discharge rate of pipeflow increased, the recession hydr ograph of pipeflow became steep, and the duration of pipeflow discharge bec ame shorter. However, the changes of runoff characteristics had no signific ant effect on relationships between total rainfall and total discharge from pipes. Based on observations of sediment discharge from soil pipes, it was suggested that the sediment discharge from these soil pipes caused the cha nges of runoff characteristics of pipeflow. Moreover, in order to clarify t he effects of pipeflow on streamflow, simultaneous measurements of pipeflow and streamflow were conducted at the same watershed. Results showed that t he water discharge phenomena from this watershed can be classified into thr ee stages based on the soil pipes which contribute the water discharge: (1) under small amounts of rainfall, water discharge occurs only at the spring situated at the watershed exit; (2) as the magnitude of rainfall increases , water comes out from a pipe located at 6 m upstream from the watershed ex it; and (3) under the heaviest rainfall, additional discharge occurs from a group of pipes located 10 m upstream from the watershed exit. (C) 1999 Els evier Science B.V. All rights reserved.