The authors discovered large differences in the characteristics of overflows by the calculation of 1） intercepting volume of overflows for sewer systems using SWMM model which takes into consideration the runoff and ...The authors discovered large differences in the characteristics of overflows by the calculation of 1） intercepting volume of overflows for sewer systems using SWMM model which takes into consideration the runoff and pollutants from rainfalls and 2） the intercepted volume in the total flow at an investigation site. The intercepting rate at the investigation point of CSOs showed higher values than the SSDs. Based on the modeling of the receiving water quality after calculating the intercepting amount of overflows by considering the characteristics of outflows for a proper management of the overflow of sewer systems with rainfalls, it is clear that the BOD decreased by 82.9%-94.0% for the discharge after intercepting a specific amount of flows compared to the discharge from unprocessed overflows.展开更多
Based on the experience of emergency operation on earthquake and flooding in local and foreign countries, the secondary disasters of fire, damage of critical infrastructure usually harmed lives or disturbed living con...Based on the experience of emergency operation on earthquake and flooding in local and foreign countries, the secondary disasters of fire, damage of critical infrastructure usually harmed lives or disturbed living condition. In order to safeguard people＇s lives and property safety, Taoyuan City Government, except for elementary public facilities, added standardized disaster prevention parks and detention ponds in the zone-expropriation project at Chunglu area. The zone-expropriation project at Chunglu, Taoyuan is designed for 487,600 residents in 2021. The area of public facilities of park, school, road and green land is 50.7 ha, 41.88% of total development area of 122.06 ha, in which, the capacity of disaster prevention parks at Chunglu area is designed for 3,164 refugee in 7.54 ha. An underground storage construction, withstand 7-magnitude earthquake, could supply the amount of water consumption of 3 L daily per person, lasting at least four weeks. The capacity of two detention ponds is 87,800 m3. During normal times, the disaster prevention park and detention ponds can be used as a recreational space for residents. When a disaster occurs, shelters are set up in the parks to accommodate residents to protect lives and property. And, detention ponds could adjust outflow discharge into neighborhood drainage system to mitigate disaster happening. Because the construction of standardized disaster prevention park with climate change needs much more land area, the acquisition of private land area is very difficult either general acquisition or zone expropriation in urban area. During each stage of zone expropriation, the support of landlord and Mayor Wu is very important. By means of public participation, information meeting was held hundreds times and revised content according to landlord＇s positive opinion. Moreover, the design idea and content was discussed with consultant-company mutually from time to time. Fortunately, this project is finished successfully and got award from Public Construction Council of Taiwan in 2014.展开更多
Based on gridded Argo profile data from January 2004 to December 2010, together with the P-vector inverse method, the three-dimensional structure, annual and inter-annual variations in volume of the Western Pacific Wa...Based on gridded Argo profile data from January 2004 to December 2010, together with the P-vector inverse method, the three-dimensional structure, annual and inter-annual variations in volume of the Western Pacific Warm Pool （WPWP） are studied. The variations of latitudinal and longitudinal warm water flowing into and out of the WPWP and the probable mecha- nism of warm water maintenance are also discussed. From the surface to the bottom, climatic WPWP tilts southward and its area decreases. The maximum depth could extend to 120 m, such that its volume could attain 1.86x10^5 m3. Annual variation of the WPWP volume shows two obvious peaks that occur in June and October, whereas its inter-annual variations are related to ENSO events. Based on a climatic perspective, the warm water flowing latitudinally into the pool is about 52 Sv, which is mainly through upper layers and via the eastern boundary. Latitudinally, warm water flowing outward is about 49 Sv, and this is mainly through lower layers and via the western boundary. In contrast, along the latitude, warm water flowing into and out of the pool is about 28 Sv and 23 Sv, respectively. Annual and inter-annual variations of the net transportation of the warm water demonstrate that the WPWP mainly loses warm water in the west-east direction, whereas it receives warm water from the north-south direction. The annual variation of the volume of WPWP is highly related to the annual variation of the net warm water transportation, however, they are not closely related on inter-annual time scale. On the inter-annual time scale, in- fluences of ENSO events on the net warm water transportation in the north-south direction are much more than that in the west-east direction. Although there are some limitations and simplifications when using the P-vector method, it could still help improve our understanding of the WPWP, especially regarding the sources of the warm water.展开更多
A cold vent is an area where methane-rich fluid seepage occurs. This seepage may alter the local temperature, salinity, and subsequent accumulation of the gas hydrate. Using a kinetic gas hydrate formation model and i...A cold vent is an area where methane-rich fluid seepage occurs. This seepage may alter the local temperature, salinity, and subsequent accumulation of the gas hydrate. Using a kinetic gas hydrate formation model and in situ measurement of tempera- ture, salinity and fluid flux at the southern summit of Hydrate Ridge, we simuIate the gas hydrate accumulation at three distinct fluid sites： clam, bacterial mat, and gas discharge sites. At the clam sites （pore water flux 〈 20 kg m-2 yr-1）, pore water advec- tion has little influence on temperature and salinity. However, the salinity and temperature are increased （peak salinity 〉 0.8 tool kg-1） by the formation of gas hydrate causing the base of the hydrate stability zone to move gradually from -115 to -70 meters below seafloor （mbsf）. The gas hydrate saturation at the clam sites is relatively high. The water flux at the bacterial mat sites ranges from 100 to 2500 kg m-2 yr-1. The water flow suppresses the increase in salinity resulting in a salinity close to or slightly higher than that of seawater （〈 0.65 mol kg-l）. Heat advection by water flow increases temperature significantly, shifting the base of the hydrate stability zone to above 50 or even 3 mbsf. The gas hydrate saturation is relatively low at the bacterial mat site. At the gas discharge sites, the pore water flux could reach 10^10 kg m-2 yr-1, and the temperature could reach that of the source area in 9 min. There is no gas hydrate formation at the gas discharge sites. Our simulative analysis therefore reveals that a lower pore water flux would result in lower salinity, higher temperature, and a shallower base of the hydrate sta- bility zone. This in turn induces a lower gas hydrate formation rate, lower hydrate saturation, and eventually less gas hydrate resources.展开更多
文摘The authors discovered large differences in the characteristics of overflows by the calculation of 1） intercepting volume of overflows for sewer systems using SWMM model which takes into consideration the runoff and pollutants from rainfalls and 2） the intercepted volume in the total flow at an investigation site. The intercepting rate at the investigation point of CSOs showed higher values than the SSDs. Based on the modeling of the receiving water quality after calculating the intercepting amount of overflows by considering the characteristics of outflows for a proper management of the overflow of sewer systems with rainfalls, it is clear that the BOD decreased by 82.9%-94.0% for the discharge after intercepting a specific amount of flows compared to the discharge from unprocessed overflows.
文摘Based on the experience of emergency operation on earthquake and flooding in local and foreign countries, the secondary disasters of fire, damage of critical infrastructure usually harmed lives or disturbed living condition. In order to safeguard people＇s lives and property safety, Taoyuan City Government, except for elementary public facilities, added standardized disaster prevention parks and detention ponds in the zone-expropriation project at Chunglu area. The zone-expropriation project at Chunglu, Taoyuan is designed for 487,600 residents in 2021. The area of public facilities of park, school, road and green land is 50.7 ha, 41.88% of total development area of 122.06 ha, in which, the capacity of disaster prevention parks at Chunglu area is designed for 3,164 refugee in 7.54 ha. An underground storage construction, withstand 7-magnitude earthquake, could supply the amount of water consumption of 3 L daily per person, lasting at least four weeks. The capacity of two detention ponds is 87,800 m3. During normal times, the disaster prevention park and detention ponds can be used as a recreational space for residents. When a disaster occurs, shelters are set up in the parks to accommodate residents to protect lives and property. And, detention ponds could adjust outflow discharge into neighborhood drainage system to mitigate disaster happening. Because the construction of standardized disaster prevention park with climate change needs much more land area, the acquisition of private land area is very difficult either general acquisition or zone expropriation in urban area. During each stage of zone expropriation, the support of landlord and Mayor Wu is very important. By means of public participation, information meeting was held hundreds times and revised content according to landlord＇s positive opinion. Moreover, the design idea and content was discussed with consultant-company mutually from time to time. Fortunately, this project is finished successfully and got award from Public Construction Council of Taiwan in 2014.
基金supported by the Special Program for the National Basic Research (Grant No. 2012FY112300)SOED HPCC of the Second Institute of Oceanography, State Oceanic Administration for support and assistance
文摘Based on gridded Argo profile data from January 2004 to December 2010, together with the P-vector inverse method, the three-dimensional structure, annual and inter-annual variations in volume of the Western Pacific Warm Pool （WPWP） are studied. The variations of latitudinal and longitudinal warm water flowing into and out of the WPWP and the probable mecha- nism of warm water maintenance are also discussed. From the surface to the bottom, climatic WPWP tilts southward and its area decreases. The maximum depth could extend to 120 m, such that its volume could attain 1.86x10^5 m3. Annual variation of the WPWP volume shows two obvious peaks that occur in June and October, whereas its inter-annual variations are related to ENSO events. Based on a climatic perspective, the warm water flowing latitudinally into the pool is about 52 Sv, which is mainly through upper layers and via the eastern boundary. Latitudinally, warm water flowing outward is about 49 Sv, and this is mainly through lower layers and via the western boundary. In contrast, along the latitude, warm water flowing into and out of the pool is about 28 Sv and 23 Sv, respectively. Annual and inter-annual variations of the net transportation of the warm water demonstrate that the WPWP mainly loses warm water in the west-east direction, whereas it receives warm water from the north-south direction. The annual variation of the volume of WPWP is highly related to the annual variation of the net warm water transportation, however, they are not closely related on inter-annual time scale. On the inter-annual time scale, in- fluences of ENSO events on the net warm water transportation in the north-south direction are much more than that in the west-east direction. Although there are some limitations and simplifications when using the P-vector method, it could still help improve our understanding of the WPWP, especially regarding the sources of the warm water.
基金supported by National Basic Research Program of China (Grant No.2009CB219508)Chinese Academy of Sciences (Grant No.KZCX2-YW-GJ03)+2 种基金National Natural Science Foundation of China (GrantNos. 91228206 & 40725011)GIGCAS 135 Program (Grant No.Y234021001)Scientific and Technological Program of Guangdong Province (Grant No. 2011A080403021)
文摘A cold vent is an area where methane-rich fluid seepage occurs. This seepage may alter the local temperature, salinity, and subsequent accumulation of the gas hydrate. Using a kinetic gas hydrate formation model and in situ measurement of tempera- ture, salinity and fluid flux at the southern summit of Hydrate Ridge, we simuIate the gas hydrate accumulation at three distinct fluid sites： clam, bacterial mat, and gas discharge sites. At the clam sites （pore water flux 〈 20 kg m-2 yr-1）, pore water advec- tion has little influence on temperature and salinity. However, the salinity and temperature are increased （peak salinity 〉 0.8 tool kg-1） by the formation of gas hydrate causing the base of the hydrate stability zone to move gradually from -115 to -70 meters below seafloor （mbsf）. The gas hydrate saturation at the clam sites is relatively high. The water flux at the bacterial mat sites ranges from 100 to 2500 kg m-2 yr-1. The water flow suppresses the increase in salinity resulting in a salinity close to or slightly higher than that of seawater （〈 0.65 mol kg-l）. Heat advection by water flow increases temperature significantly, shifting the base of the hydrate stability zone to above 50 or even 3 mbsf. The gas hydrate saturation is relatively low at the bacterial mat site. At the gas discharge sites, the pore water flux could reach 10^10 kg m-2 yr-1, and the temperature could reach that of the source area in 9 min. There is no gas hydrate formation at the gas discharge sites. Our simulative analysis therefore reveals that a lower pore water flux would result in lower salinity, higher temperature, and a shallower base of the hydrate sta- bility zone. This in turn induces a lower gas hydrate formation rate, lower hydrate saturation, and eventually less gas hydrate resources.
