| Literature DB >> 35442035 |
Yuankai Huang1, Xingyu Wang1, Wenjun Xiang1, Tianbao Wang1, Clifford Otis1, Logan Sarge1, Yu Lei2, Baikun Li1.
Abstract
Long-term continuous monitoring (LTCM) of water quality can bring far-reaching influences on water ecosystems by providing spatiotemporal data sets of diverse parameters and enabling operation of water and wastewater treatment processes in an energy-saving and cost-effective manner. However, current water monitoring technologies are deficient for long-term accuracy in data collection and processing capability. Inadequate LTCM data impedes water quality assessment and hinders the stakeholders and decision makers from foreseeing emerging problems and executing efficient control methodologies. To tackle this challenge, this review provides a forward-looking roadmap highlighting vital innovations toward LTCM, and elaborates on the impacts of LTCM through a three-hierarchy perspective: data, parameters, and systems. First, we demonstrate the critical needs and challenges of LTCM in natural resource water, drinking water, and wastewater systems, and differentiate LTCM from existing short-term and discrete monitoring techniques. We then elucidate three steps to achieve LTCM in water systems, consisting of data acquisition (water sensors), data processing (machine learning algorithms), and data application (with modeling and process control as two examples). Finally, we explore future opportunities of LTCM in four key domains, water, energy, sensing, and data, and underscore strategies to transfer scientific discoveries to general end-users.Entities:
Keywords: data processing; emerging contaminants; long-term continuous monitoring; process control; sensors; water system
Mesh:
Substances:
Year: 2022 PMID: 35442035 PMCID: PMC9063115 DOI: 10.1021/acs.est.1c07857
Source DB: PubMed Journal: Environ Sci Technol ISSN: 0013-936X Impact factor: 11.357
Comparison of Four Water Monitoring Strategies (STDM, STCM, LTDM, and LTCM) Based on the Temporal Scale
| Monitoring patterns | STDM | STCM | LTDM | LTCM |
|---|---|---|---|---|
| Temporal resolution | >1 h | <1 h | >1 h | <1 h |
| Data continuity | Discrete data | Continuous data | Discrete data | Continuous data |
| Monitoring duration | <hrs | <hrs | >days | >days |
| Capability for maintenance-free automatic monitoring | Low | Low | Ordinary | High |
| Capability for detection of abnormal occurrences | Low | Low | Ordinary | High |
| Typical water systems targeted | NRW, DW/WW physicochemical units | NRW, DW/WW physicochemical units | NRW, DW/WW physicochemical units | NRW, DWDSs, DW/WW physicochemical/biochemical units |
| Typical parameters targeted | Turbidity, bacteria count | DO, chlorine | Temperature, flow rate, pH | Nitrogen, heavy metals, ECs |
| Requirement of sensor performance | Low | Medium | Medium | High |
| Requirement for data acquisition/collection/precession | Low | Medium | Medium | High |
| Typical types of sensors | Voltammetric/optical/biosensors | Amperometric/potentiometric/biosensors | Voltammetric/conductimetric/optical sensors | Amperometric/potentiometric/optical sensors |
Figure 1(a) The number of articles on water sensor application per year since 2000. The articles were identified using Web of Knowledge search queries with the keyword “water sensor” combined with the categories of water systems (NRW, DW, and WW). (b) The studies of LTCM in each type of water systems.
Figure 2Comprehensive scheme demonstrating the critical role of LTCM for water systems. (a) The 3-layer hierarchy perspective (sensor data, water parameters, and system level) of LTCM and the complete route of LTCM. (b) EC as an example illustrating the advantages of LTCM over traditional short-term and discrete monitoring.
Figure 3State-of-the-art water sensor development for LTCM. (a) The mechanism of voltammetric/amperometric sensors. (b) Silicon-based modified voltammetric sensor to improve durability.[116] (c) Sensing mechanism of potentiometric sensors. (d) Silver nanoparticles modified potentiometric sensors to improve antifouling capability.[128] (e) Sensing mechanism of conductometric sensors. (f) MOF-based conductometric sensors for perfluorooctanesulfonic acid (PFOS) detection.[135] (g) Sensing mechanism if optical sensors. (h) Lab-on-chip optical sensor for long-term in situ monitoring of phosphate.[195] (i) Fully automated ion chromatography system for in situ analysis of nitrite and nitrate.[194] (j) Sensing mechanism of biosensors. (k) Impedimetric paper-based biosensor for bacteria detection.[202]
Typical Water Sensors for Data Acquisition in LTCM
| Examples
of LTCM in water systems | |||||||
|---|---|---|---|---|---|---|---|
| Water sensor type | Advantages/disadvantages for LTCM | Electrode (mechanisms) | Analyte/media | Detection range | Response time | Lifetime | Ref |
| Voltammetric/amperometric sensors | Low detection limit | Surface grinded Cu electrode | COD in wastewater | 10–1000 mg/L | Seconds | 3 months | ( |
| High selectivity of micro impurity | Silicon-glass structured nitrite integrated sensor chip | NO2– in drinking water | 0.5–7 mM | 20 s | 19 days | ( | |
| Simplicity of design | |||||||
| Passivation effect | Si wafer coated with Ti and Pt layer | Cl–, ClO– in drinking water | 0.05–1 ppm | Seconds | 6 days | ( | |
| Analyte consumption | Nickel-based (Ni(II)–curcumin) chemically modified electrode | Amoxicillin in wastewater | 8.0–100.0 μM | Seconds | Not mentioned | ( | |
| Reagent preparation | |||||||
| Potentiometric sensors | Fast response time | PVC-based ion sensitive field effect transistor (ISFET) | pH in wastewater | 2–12 | Seconds | 3 weeks | ( |
| Wide detection range | Ammonium ionophore ISE with 2% MW-CNT | NH4+ in wastewater | 0.015–1600 mg/L | Seconds | 7 days | ( | |
| No consumption of the analyte | |||||||
| Poor repeatability | |||||||
| Temperature interference | Nitrate ionophore ISE with 5% PTFE | NO3– in wastewater | 0.5–64 mg/L | Seconds | 20 days | ( | |
| Only detect free ions | Lead ionophore ISE with PEDOT conduct layer | Pb2+ in wastewater | 15–960 ppb | Seconds | 2 weeks | ( | |
| Frequent recalibration | |||||||
| Conductometric sensors | Insensitive to light/DO | PDMS-modified graphite electrode | Phosphate in water sample | 0.03–30 ppm | 1 s | 2 days | ( |
| Simplicity of design | |||||||
| Low selectivity | MOF-based glass slide | PFOS in groundwater | 0.05–105 ng/L | Seconds | 6 days | ( | |
| Samples require pretreatment | |||||||
| Optical sensors (fluorescence, nephelometry, ion chromatography, colorimetry, 3D image recognition) | No contact/consumption of the analyte | Silanized glass surface with covalently immobilized rhodamine–naphthalimide (fluorescence) | pH in wastewater | 1.4–3.6 | 120 s | 1 month | ( |
| Stable readings | Hydrogel-based glass substrate (fluorescence) | DO in water sample | 0–21% | <90 s | 2 weeks | ( | |
| Various detection parameters | IR wavelength (940 nm) optical transducer (nephelometry) | Turbidity in river | 0.1 > 4000 NTU | Seconds | 22 days | ( | |
| Bulky/complex setup, energy consumption | 235 nm LED based absorbance detection (Ion chromatography) | NO3–/NO2– in wastewater | NO3–, 0.1–100 mg/L; NO2–, 0.05–500 mg/L | <3 min | 7 days | ( | |
| Microcuvette based microfluidic chip (colorimetry) | Phosphate in river | 0–20 mg/L | 15 min | 7 days | ( | ||
| User-unfriendly | Molybdenum blue assay microfluidics (absorptiometry) | Phosphate in coastal water | 0.06–60 μM | 5 min | 60 days | ( | |
| Gly-Gly-His-modified sensing areas (surface plasmon resonance) | Cu2+/Ni2+ in drinking water | ppt–ppb level | 30 s | 1 week | ( | ||
| Slow response time | Glassware/flow cell (3D image recognition) | Bacteria counts in drinking water | / | 10 min | 11 weeks | ( | |
| Low detection range | Molecular imprinting synthesized nanoparticles (surface plasmon resonance) | Diclofenac in wastewater | 1.24–80 ng/mL | / | 37 min lab test | ( | |
| Biosensors (electrochemical and optical based) | High sensitivity/selectivity | Biofilm with different endemic microorganisms on a nonoxidizable surface (potentiometry) | DO/ORP in wastewater | DO, 2–7 mg/L; ORP, 0–165 mV | Seconds | 2 years | ( |
| Low power consumption or self-powered | Graphite anode matrixed with exocytoplasmic cytochromes (potentiometry) | DO/conductivity in canal water | DO, 0–18 mg/L; conductivity, 0–1800 mS/cm | / | 250 days | ( | |
| Metabolic activity reduction | BOD in seawater | 0.2–40 mg/L | 3.2 min | 6 months | ( | ||
| Slow response time | AlaDH as bioreceptor (amperometry) | NH4+ in wastewater | 0.1–300 mM | 20 s | 120 days | ( | |
| Short lifespan | Carbon paper anode, Pt cathode (microbial fuel cell biosensor) | VFAs in wastewater | 5–40 mg/L | 1–2 min | 5 days | ( | |
| Large sensing surface area required | |||||||
| Enzyme (tyrosinase) and MW-CNT (amperometry) | Quinine | 0–2000 nm | 30 min | Not mentioned | |||
Figure 4A data-driven decentralized water system paradigm. (a) A water facility network with a strong connection through data flow. (b) A decomposition of water systems into three levels (data, parameter, and system).
Figure 5Comprehensive diagram showing the critical role of LTCM and data fusion in water system modeling and process control from the 3-layer hierarchy perspective (sensor data, water parameters, and system level).