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Wastewater Treatment for Suzhou Hospital
  • Clicks:2851
  • Classification: Products and Projects Water Treatment
  • Brief description:According to the document of China State Environmental Protection Administration (Guidelines for Hospital Sewage Treatment), the discharge of sewage should be determined according to the measured data. If there is no measured data, the following data can be used for calculation. (1) Large hospitals with complete equipment or more than 500 beds: the average daily sewage volume is 400-600L/bed.d, kd=2.0-2.2, and KD is the diurnal variation coefficient of sewage. (2) Medium-sized hospitals or 100-499 beds hospitals with general equipment: the average sewage volume is 300-400 L/bed.d, kd=2.2-2.5, and KD is the diurnal variation coefficient of sewage. (3) Small hospitals (less than 100 beds): the average sewage volume is 250-300L/bed.d, kd=2.5, and KD is the diurnal variation coefficient of sewage.
  • The general effluent quality of hospitals:

    The raw water quality of hospital sewage should be based on the measured water quality. Tables 2-1 can be referred to in the absence of measured data.

      Table 2-1: The effluent quality of hospitals


    CODcr (mg/L)
    BOD5 (mg/L)
    SS (mg/L)
    Ammonia nitrogen (mg/L)
    Fecal coliform (pc/L)
    Sewage concentration range
          150-300
            80-150
        40-120
               10-50
    1.0x106-3.0x108
    Average value
               250
           100
       80
                   30
    1.6x108

    General effluent standards of hospitals

    In order to strengthen the control of hospital sewage and implement the new environmental standard system, the state has organized relevant departments and personnel to compile the "Discharge Standard of Water Pollutants in Medical Institutions", but this standard has not yet been formally implemented, and the first-level standard of "Comprehensive Discharge Standard of Sewage" (GB8978-1996) is still being implemented.

    Table 2: Execution criteria for effluent


    CODcr (mg/L)
    BOD5 (mg/L)
    SS (mg/L)
    Ammonia nitrogen (mg/L)
    Total residual chlorine (mg/L)
    Fecal coliform (pc/L)
    Standard value
             100
             30
             70
                         30
                        <0.5
                   100


    The process used in hospital sewage treatment must ensure that the treated effluent meets the standard. There are three kinds of processes available: primary treatment, simple biochemical treatment and secondary treatment.

    The first level treatment is for general hospitals without infectious wards.

    The simple biochemical treatment process is "biogas purification tank → disinfection". The biogas purification tank is divided into solid-liquid separation zone, anaerobic filter pond and sedimentation filter zone. The main functions of the three zones are to remove suspended solids, adsorb colloids and soluble substances, further remove and degrade organic pollutants, and finally remove residual suspended solids and degrade organic pollutants through sedimentation and filtration units to ensure the quality of the effluent. As a transitional measure of sewage treatment, biogas treatment can not achieve the ultimate treatment purpose (biogas effluent can only achieve Class II emission standards), so it is generally not recommended.


    The secondary treatment process is "regulating pool → biological oxidation → contact disinfection". 


    Hospital sewage enters the regulating tank through septic tank. The automatic grille is set at the front of the regulating pool. There is a lifting pump in the regulating pool. After lifting, the sewage enters the aerobic pool for biological treatment. The effluent of the aerobic pool enters the contact pool for disinfection. The effluent can meet the secondary discharge standard and can be partly reused after disinfection.

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