Source Jouranl of CSCD
Source Journal of Chinese Scientific and Technical Papers
Included as T2 Level in the High-Quality Science and Technology Journals in the Field of Environmental Science
Core Journal of RCCSE
Included in the CAS Content Collection
Included in the JST China
Indexed in World Journal Clout Index (WJCI) Report
Volume 41 Issue 1
Jan.  2023
Turn off MathJax
Article Contents
SONG Keying, SUN Ruize, DAO Guohua, LU Yun, WU Yinhu, CHEN Zhuo, HU Hongying. REGULATION OF HYDRAULIC RETENTION TIME THRESHOLD OF RECLAIMED WATER LANDSCAPE FOR BLOOM CONTROL[J]. ENVIRONMENTAL ENGINEERING , 2023, 41(1): 189-194. doi: 10.13205/j.hjgc.202301023
Citation: SONG Keying, SUN Ruize, DAO Guohua, LU Yun, WU Yinhu, CHEN Zhuo, HU Hongying. REGULATION OF HYDRAULIC RETENTION TIME THRESHOLD OF RECLAIMED WATER LANDSCAPE FOR BLOOM CONTROL[J]. ENVIRONMENTAL ENGINEERING , 2023, 41(1): 189-194. doi: 10.13205/j.hjgc.202301023

REGULATION OF HYDRAULIC RETENTION TIME THRESHOLD OF RECLAIMED WATER LANDSCAPE FOR BLOOM CONTROL

doi: 10.13205/j.hjgc.202301023
  • Received Date: 2021-12-25
    Available Online: 2023-03-23
  • Utilization of reclaimed water landscape is one of the effective ways to solve the shortage of urban landscape water. However, reclaimed water with a high concentration of nitrogen and phosphorus enters the landscape water with poor mobility, which is prone to water bloom. Under the existing reclaimed water discharge standard, the regulation of hydraulic retention time is an effective means to control microalgae biomass in landscape water. In this study, based on the microalgae growth model and the water quality dynamical model, a method for controlling the water bloom of landscape water and its threshold determination based on regulation of hydraulic retention time were proposed. Through calculation, the threshold value of hydraulic retention time corresponding to the national standard GB 18918-2002 (TN=15 mg/L, TP=0.5 mg/L) was 2.477 d; corresponding to the discharge standard (DB11/800-2012) level A (TN=10 mg/L, TP=0.2 mg/L) of water pollutants for urban sewage treatment plants in Beijing was 5.033 d; corresponding to the discharge standard (DB5301/T43-2020) level A of Kunming sewage treatment plants (TN=5 mg/L, TP=0.05 mg/L) was 21.655 d; corresponding to the discharge standard (DB5301/T43-2020) level B of Kunming sewage treatment plants (TN=10 mg/L, TP=0.3 mg/L) was 3.783 d; corresponding to the discharge standard (DB5301/T43-2020) level C of Kunming sewage treatment plants (TN=15 mg/L, TP=0.4 mg/L) was 2.811 d; corresponding to the standard of EU urban sewage treatment (91/271/ZEC) (TN=15 mg/L, TP=2 mg/L) was 1.475 d. If the hydraulic retention time of the landscape water body is less than the corresponding threshold, the water blooms in the landscape water body can be effectively controlled.
  • loading
  • [1]
    胡洪营, 孙迎雪, 陈卓, 等. 城市水环境治理面临的课题与长效治理模式[J]. 环境工程, 2019, 37(10):6-15.
    [2]
    CHU J Y, CHEN J N, WANG C, et al. Wastewater reuse potential analysis:implications for China's water resources management[J]. Water Res, 2004, 38(11):2746-2756.
    [3]
    MARKS J S. Taking the public seriously:the case of potable and non potable reuse[J]. Desalination, 2006, 187(1/2/3):137-147.
    [4]
    XIE E, ZHAO X H, LI K, et al. Microbial community structure in the river sediments from upstream of Guanting Reservoir:Potential impacts of reclaimed water recharge[J]. Sci Total Environ, 2021, 766:142609.
    [5]
    QU J H, WANG H C, WANG K J, et al. Municipal wastewater treatment in China:development history and future perspectives[J]. Front Env Sci Eng, 2019, 13(6):3-9.
    [6]
    CHEN Z, WU G X, WU Y H, et al. Water Eco-Nexus Cycle System (WaterEcoNet) as a key solution for water shortage and water environment problems in urban areas[J]. Water Cycle, 2020, 1:71-77.
    [7]
    LI D Q, HUANG D, GUO C F, et al. Multivariate statistical analysis of temporal-spatial variations in water quality of a constructed wetland purification system in a typical park in Beijing, China[J]. Environ Monit Assess, 2015, 187(1):4219.
    [8]
    AO D, LUO L, DZAKPASU M, et al. Replenishment of landscape water with reclaimed water:optimization of supply scheme using transparency as an indicator[J]. Ecol Indic, 2018, 88:503-511.
    [9]
    胡洪营. 中国城镇污水处理与再生利用发展报告[M]. 北京:中国建筑工业出版社, 2021.
    [10]
    MARKS J S. Taking the public seriously:the case of potable and non potable reuse[J]. Desalination, 2006, 187(1/2/3):137-147.
    [11]
    何安琪, 何苗, 施汉昌. 城市污水再生回用于景观水体水质安全保障技术[J]. 环境工程, 2006, 24(1):22-23.
    [12]
    李鑫, 胡洪营, 杨佳, 等. 再生水用于景观水体的氮磷水质标准确定[J]. 生态环境学报, 2009, 18(6):2404-2408.
    [13]
    AO D, CHEN R, WANG X C, et al. On the risks from sediment and overlying water by replenishing urban landscape ponds with reclaimed wastewater[J]. Environ Pollut, 2018, 236:488-497.
    [14]
    李春丽, 周律, 贾海峰, 等. 再生水景观功能保障系统的试验研究[J]. 给水排水, 2005, 31(8):6-9.
    [15]
    MUHID P, DAVIS T W, BUNN S E, et al. Effects of inorganic nutrients in recycled water on freshwater phytoplankton biomass and composition[J]. Water Res, 2013, 47(1):384-394.
    [16]
    梁培瑜, 王烜, 马芳冰. 水动力条件对水体富营养化的影响[J]. 湖泊科学, 2013, 25(4):455-462.
    [17]
    LUNG W, PAERL H W. Modeling blue-green algal blooms in the lower neuse river[J]. Water Res, 1988, 22(7):895-905.
    [18]
    曾勇, 杨志峰, 刘静玲. 城市湖泊水华预警模型研究:以北京"六海"为例[J]. 水科学进展, 2007, 18(1):79-85.
    [19]
    王丽燕, 张永春, 蔡金傍. 水动力条件对藻华的影响[J]. 水科学与工程技术, 2008(增刊1):61-62.
    [20]
    黄鹏, 田腾飞, 张文安, 等. 水动力条件对水体中藻类生长的抑制作用[J]. 环境工程, 2018, 36(12):64-69.
    [21]
    朱永青, 卢士强, 林卫青, 等. 饮用水源库合理水力停留时间确定方法研究[J]. 上海环境科学, 2019, 38(5):185-192.
    [22]
    DAO G H, WU G X, WANG X X, et al. Enhanced growth and fatty acid accumulation of microalgae Scenedesmus sp. LX1 by two types of auxin[J]. Bioresource Technol, 2018, 247:561-567.
    [23]
    SONG K Y, ZHU S F, LU Y, et al. Modelling the thresholds of nitrogen and phosphorus concentrations and hydraulic retention time for bloom control in reclaimed water landscape[J]. Front Env Sci Eng, 2022, 16(10):129.
    [24]
    李颖, 施择, 张榆霞, 等. 关于用藻密度对蓝藻水华程度进行分级评价的方法和运用[J]. 环境与可持续发展, 2014, 39(2):67-68.
    [25]
    牛建敏, 钟昊亮, 熊晔. 美国、欧盟、日本等地污水处理厂水污染物排放标准对比与启示[J]. 资源节约与环保, 2016(6):301-302.
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Article Metrics

    Article views (144) PDF downloads(9) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return