The Study of the Design Principle of the Field Drainage System

碩士 === 國立中興大學 === 土木工程學系 === 86 === Due to the distinctive drainage characteristics between different kinds of fields, the design of drainage system has to be different. In order to create reliant and economical designs in drainage engineering, we...

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Main Authors: Shieh, Tian - Yuan, 謝天元
Other Authors: Chen Rong-Song
Format: Others
Language:zh-TW
Published: 1998
Online Access:http://ndltd.ncl.edu.tw/handle/78257054268468028130
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spelling ndltd-TW-086NCHU10150112015-10-13T11:03:31Z http://ndltd.ncl.edu.tw/handle/78257054268468028130 The Study of the Design Principle of the Field Drainage System 田區排水設計原則之分析研究 Shieh, Tian - Yuan 謝天元 碩士 國立中興大學 土木工程學系 86 Due to the distinctive drainage characteristics between different kinds of fields, the design of drainage system has to be different. In order to create reliant and economical designs in drainage engineering, we must consider the unique drainage characteristics of different kinds of fields. This paper uses the diffusive tank model to produce a drainage channel net''s simulation .In this research, we chose the I-LAN-MA-LIM Agricultural lands area and the SHI-LO commercial vegetable area as the representation of the testing fields. The results of simulations show that the parameters of paddy fields are B=1.05(m/ha) 、μ= 0.35 ,and the parameters of commercial vegetable areas are B=0.75(m/ha)、μ=2.0. These parameters were used in the simulation of the SHI-LO commercial vegetable area, to do the analysis of drainage system.In this research, two assumed condition case were used to simulate, the first case is assuming one thunder storm over every ten year period (design standard), and the outside downstream water level increasing gradually from the ordinary water level 0.3m to 1.5m(about 0.8 channel high), the SHI-LO narrow drainage NO. 3 area (vegetable planting area) will not be flooded. But the other area of SHI-LO narrow drainage NO 3-1 area (paddy fields) could be flooded with approximately 45-80 cm of water, and such condition will remain about 18 hours. In another case, under the same frequency of thunder storm, but the outside downstream water level begins at 1.5 m and remains stable, the vegetable planting area will not flood, but the paddy field area will. The flood depth is the same as the result in the first case, but flooding will persist for about 21 hours.As the results of the simulation shown, the design of the field''s drainage system can meet the demand of vegetable planting area''s drainage, but in the same testing area, the paddy field''s planting area will be in flood. Chen Rong-Song 陳榮松 1998 學位論文 ; thesis 78 zh-TW
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format Others
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description 碩士 === 國立中興大學 === 土木工程學系 === 86 === Due to the distinctive drainage characteristics between different kinds of fields, the design of drainage system has to be different. In order to create reliant and economical designs in drainage engineering, we must consider the unique drainage characteristics of different kinds of fields. This paper uses the diffusive tank model to produce a drainage channel net''s simulation .In this research, we chose the I-LAN-MA-LIM Agricultural lands area and the SHI-LO commercial vegetable area as the representation of the testing fields. The results of simulations show that the parameters of paddy fields are B=1.05(m/ha) 、μ= 0.35 ,and the parameters of commercial vegetable areas are B=0.75(m/ha)、μ=2.0. These parameters were used in the simulation of the SHI-LO commercial vegetable area, to do the analysis of drainage system.In this research, two assumed condition case were used to simulate, the first case is assuming one thunder storm over every ten year period (design standard), and the outside downstream water level increasing gradually from the ordinary water level 0.3m to 1.5m(about 0.8 channel high), the SHI-LO narrow drainage NO. 3 area (vegetable planting area) will not be flooded. But the other area of SHI-LO narrow drainage NO 3-1 area (paddy fields) could be flooded with approximately 45-80 cm of water, and such condition will remain about 18 hours. In another case, under the same frequency of thunder storm, but the outside downstream water level begins at 1.5 m and remains stable, the vegetable planting area will not flood, but the paddy field area will. The flood depth is the same as the result in the first case, but flooding will persist for about 21 hours.As the results of the simulation shown, the design of the field''s drainage system can meet the demand of vegetable planting area''s drainage, but in the same testing area, the paddy field''s planting area will be in flood.
author2 Chen Rong-Song
author_facet Chen Rong-Song
Shieh, Tian - Yuan
謝天元
author Shieh, Tian - Yuan
謝天元
spellingShingle Shieh, Tian - Yuan
謝天元
The Study of the Design Principle of the Field Drainage System
author_sort Shieh, Tian - Yuan
title The Study of the Design Principle of the Field Drainage System
title_short The Study of the Design Principle of the Field Drainage System
title_full The Study of the Design Principle of the Field Drainage System
title_fullStr The Study of the Design Principle of the Field Drainage System
title_full_unstemmed The Study of the Design Principle of the Field Drainage System
title_sort study of the design principle of the field drainage system
publishDate 1998
url http://ndltd.ncl.edu.tw/handle/78257054268468028130
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