scholarly journals Study of the Way of Non-point Pollution Control with Storm-Water Reservoir for Flood Control.

1997 ◽  
pp. 25-34
Author(s):  
Yasuhiko Wada ◽  
Hiroyuki Miura
2015 ◽  
Vol 166 (4) ◽  
pp. 213-218 ◽  
Author(s):  
Norbert Kräuchi ◽  
Martin Tschannen

Yes to revitalisation of watercourses: (not) a question of loss of arable land (essay) Because of the reduced availability of soil resources, projects for flood control, renaturation or revitalisation of watercourses have been opposed on the grounds of their excessive consumption of land in general, and arable land in particular. By the way of the Water Protection Act, which has been revised and came into force in 2011, the Confederation obliges the cantons to prepare strategic plans for revitalisation of watercourses. In the Canton of Aargau, it is planned to revitalise 152 km of watercourses between 2015 and 2035, which will lead to the loss of 32 ha of arable land. This is about 1.5 ha per year, or 6% of the annual loss of arable land, which is about 24 ha per year. Three quarters of this total is lost to settlements. If one only considers losses outside built-up areas, in 2014, more than half was lost to buildings connected to agricultural activity. We can demonstrate, using the Siegfried maps of 1880, that more than 1,000 ha of former marsh and wetland are now arable land. The planned revitalisation of watercourses in Aargau over the next 20 years is equivalent to about 3% of the marsh and wetlands converted over the last 135 years. Revitalisation is compulsory, and the planned obligation to compensate the loss of arable land disregards the true situation: the major consumers of soil resources are settlements and, outside built-up areas, agriculture.


10.14311/538 ◽  
2004 ◽  
Vol 44 (2) ◽  
Author(s):  
P. Fošumpaur ◽  
L. Satrapa

A system of reservoirs is usually defined as a system of water management elements, that are mutually linked by inner and outer connections in a purpose-built complex. Combined elements consist of reservoirs, river sections, dams, weirs, hydropower plants, water treatment plants and other hydraulic structures. These elements also include the rainfall system, the run-off system, the ground water system, etc. A system of reservoirs serves many purposes, which result from the basic functions of water reservoirs: storage, flood control and environmental functions. Most reservoirs serve several purposes at the same time. They are so called multi-purposes reservoirs. Optimum design and control of a system of reservoirs depends strongly on identifying the particular purposes. In order to assess these purposes and to evaluate the appropriate set of criteria, risk analysis can be used. Design and control of water reservoir functions is consequently solved with the use of multi-objective optimisation. This paper deals with the use of the risk analysis to determine criteria for controlling the system. This approach is tested on a case study of the Pastviny dam in the Czech Republic.


10.29007/hjpt ◽  
2018 ◽  
Author(s):  
Vitaly Ilinich ◽  
Aleksey Perminov ◽  
Olga Rukhovich ◽  
Anna Naumova

The research dedicated to modeling of flood mitigation on the river basin with help of simulation of flood control by virtual small water reservoirs located in different places of the river system. Such problem decided with help of modeling of flood hydrograph and its routing through water reservoir on the base GIS. Reducing the degree of flooding should occur due to the limited hydraulic flow capacity of the water flow by dam spillways without flood control by people. The offered model is represented on the example of concrete river basin. Results have showed relevance of the model for flood mitigation on the river basin.


2017 ◽  
Vol 5 (4) ◽  
pp. 443-452
Author(s):  
Siti Nur Hidayah ◽  
Niniek Widyorini ◽  
Pujiono Wahyu Purnomo

ABSTRAKWaduk Jatibarang terletak di Kecamatan Gunungpati, Kota Semarang. Waduk tersebut digunakan sebagai pengendali banjir, tempat pariwisata, kegiatan menangkap ikan, dan rencana akan dibuat sebagai sumber air bersih melalui PDAM. Pemanfaatan waduk untuk berbagai keperluan kemungkinan dapat menurunkan kualitas air dari waduk tersebut. Penelitian ini mengkaji kesuburan perairan Waduk Jatibarang berdasarkan distribusi dan kelimpahan bakteri heterotrofik. Bakteri heterotrofik berperan penting dalam sistem perairan sebagai perombak dan meremineralisasi bahan-bahan organik menjadi komponen anorganik sederhana. Tujuan dari penelitian ini adalah untuk mengetahui distribusi kelimpahan bakteri heterotrofik, kandungan bahan organik total, hubungan kelimpahan bakteri heterotrofik dengan bahan organik total, dan status kesuburan waduk Jatibarang. Metode yang digunakan dalam penelitian ini adalah metode deskriptif bersifat studi kasus.  Sampling dilakukan pada tanggal 27 April dan 11 Mei 2016 di lima (5) stasiun dengan kedalaman 1 meter. Penghitungan kelimpahan bakteri menggunakan metode Total Plate Count (TPC). Pengujian kandungan bahan organik total menggunakan metode Titrimetri Permanganat SNI 06-6989.22-2004. Hasil pengamatan menunjukkan distribusi spasial-temporal bakteri heterotrofik fluktuatif dan relatif tinggi, dengan kelimpahan berkisar (45 – 131) x 105 cfu/ml. Kandungan bahan organik total berkisar 11,771 - 21,883 mg/l. Hubungan antara bakteri heterotrofik dengan bahan organik total yaitu hubungan yang terbalik menunjukkan tidak adanya hubungan antara keduanya. Status kesuburan perairan Waduk Jatibarang berdasarkannilai kelimpahan bakteri heterotrofik (45 – 131) x 105cfu/ml > (22 – 120) x 105 cfu/ml dan kandungan bahan organik total 11,771 – 21,883 mg/l perairan bersifat eutrofik. Kata kunci: Waduk Jatibarang; bakteri heterotrofik; bahan organik total; eutrofik ABSTRACTJatibarang Reservoirs located in District Gunungpati, Semarang. The reservoir are used as flood control, the tourism, fishing activities, and the plan will be created as a source of clean water through the taps. Utilization of reservoirs for various purposes may reduce the quality of the water reservoir. This study examines the productivity waters Jatibarang Reservoir based on the distribution and abundance of heterotrophic bacteria. Heterotrophic bacteria play an important role in aquatic systems as to change and remineralize organic materials into simple inorganic components. The purpose of this study was to determine the distribution of the abundance of heterotrophic bacteria, total organic matter content, abundance of heterotrophic bacteria relationships with total organic matter and productivity status Jatibarang Reservoirs. The method used in this research is descriptive case study. The sampling was conducted on April 27 and May 11, 2016 in five (5) stations with a depth of 1 meter. Calculation of the abundance of bacteria using Total Plate Count (TPC). Tests using a total organic matter content titrimetric method SNI 06-6989.22-2004 permanganate. The results showed the spatial-temporal distribution of heterotrophic bacteria volatile and relatively high, with an abundance range (45-131) x 105cfu/ml. Total organic matter content ranges (11.771 - 21.883) mg/l. The relationship between of heterotrophic bacteria with total organic material that is an inverse relationship showed no relationship between both. The productivity status of the dam water Jatibarang based on the abundance of heterotrophic bacteria (45-131) x 105cfu/ml > (22-120) x 105cfu/ml and organic matter content of the total 11.771 - 21.883 mg/l  waters are eutrophic.Keywords: Jatibarang Reservoir; heterotrophic bacteria; total organic matter; eutrophic


2020 ◽  
Vol 17 (13) ◽  
pp. 3409-3425
Author(s):  
Xuefei Li ◽  
Outi Wahlroos ◽  
Sami Haapanala ◽  
Jukka Pumpanen ◽  
Harri Vasander ◽  
...  

Abstract. Many wetlands have been drained due to urbanization, agriculture, forestry or other purposes, which has resulted in a loss of their ecosystem services. To protect receiving waters and to achieve services such as flood control and storm water quality mitigation, new wetlands are created in urbanized areas. However, our knowledge of greenhouse gas exchange in newly created wetlands in urban areas is currently limited. In this paper we present measurements carried out at a created urban wetland in Southern Finland in the boreal climate. We conducted measurements of ecosystem CO2 flux and CH4 flux (FCH4) at the created storm water wetland Gateway in Nummela, Vihti, Southern Finland, using the eddy covariance (EC) technique. The measurements were commenced the fourth year after construction and lasted for 1 full year and two subsequent growing seasons. Besides ecosystem-scale fluxes measured by the EC tower, the diffusive CO2 and CH4 fluxes from the open-water areas (FwCO2 and FwCH4, respectively) were modelled based on measurements of CO2 and CH4 concentration in the water. Fluxes from the vegetated areas were estimated by applying a simple mixing model using the above-mentioned fluxes and the footprint-weighted fractional area. The half-hourly footprint-weighted contribution of diffusive fluxes from open water ranged from 0 % to 25.5 % in 2013. The annual net ecosystem exchange (NEE) of the studied wetland was 8.0 g C-CO2 m−2 yr−1, with the 95 % confidence interval between −18.9 and 34.9 g C-CO2 m−2 yr−1, and FCH4 was 3.9 g C-CH4 m−2 yr−1, with the 95 % confidence interval between 3.75 and 4.07 g C-CH4 m−2 yr−1. The ecosystem sequestered CO2 during summer months (June–August), while the rest of the year it was a CO2 source. CH4 displayed strong seasonal dynamics, higher in summer and lower in winter, with a sporadic emission episode in the end of May 2013. Both CH4 and CO2 fluxes, especially those obtained from vegetated areas, exhibited strong diurnal cycles during summer with synchronized peaks around noon. The annual FwCO2 was 297.5 g C-CO2 m−2 yr−1 and FwCH4 was 1.73 g C-CH4 m−2 yr−1. The peak diffusive CH4 flux was 137.6 nmol C-CH4 m−2 s−1, which was synchronized with the FCH4. Overall, during the monitored time period, the established storm water wetland had a climate-warming effect with 0.263 kg CO2-eq m−2 yr−1 of which 89 % was contributed by CH4. The radiative forcing of the open-water areas exceeded that of the vegetation areas (1.194 and 0.111 kg CO2-eq m−2 yr−1, respectively), which implies that, when considering solely the climate impact of a created wetland over a 100-year horizon, it would be more beneficial to design and establish wetlands with large patches of emergent vegetation and to limit the areas of open water to the minimum necessitated by other desired ecosystem services.


Author(s):  
Lon Kurashige

This chapter addresses the social forces in the U.S. that came together after World War I to pave the way for Japanese exclusion in 1924. Congress held hearings across the West Coast about Japanese immigration in 1920, which revealed the intensity of the issue as hundreds of persons testified. Many favored Japanese exclusion, but a surprising number opposed it. As it had done earlier with both the Chinese and the Japanese, California lead the way towards exclusion, in this case through approving a ballot measure the strengthened the state’s alien land law. Votes in this measure revealed splits about Japanese exclusion within the state and within various neighborhoods within Los Angeles, the state’s largest city. A cadre of political leaders and private citizens in California, including V.S. McClatchy, James D. Phelan, and Senator Hiram Johnson, led the anti-Japanese campaign. In the end, the federal government’s approval of Japanese exclusion was not a sure thing, and throughout the process its backers were never certain of their success.


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