| Literature DB >> 36227428 |
Shatha Al-Kindi1, Saif Al-Bahry1,2, Yahya Al-Wahaibi3, Usman Taura2, Sanket Joshi4.
Abstract
Polymers, such as partially hydrolyzed polyacrylamide (HPAM), are widely used in oil fields to enhance or improve the recovery of crude oil from the reservoirs. It works by increasing the viscosity of the injected water, thus improving its mobility and oil recovery. However, during such enhanced oil recovery (EOR) operations, it also produces a huge quantity of water alongside oil. Depending on the age and the stage of the oil reserve, the oil field produces ~ 7-10 times more water than oil. Such water contains various types of toxic components, such as traces of crude oil, heavy metals, and different types of chemicals (used during EOR operations such as HPAM). Thus, a huge quantity of HPAM containing produced water generated worldwide requires proper treatment and usage. The possible toxicity of HPAM is still ambiguous, but its natural decomposition product, acrylamide, threatens humans' health and ecological environments. Therefore, the main challenge is the removal or degradation of HPAM in an environmentally safe manner from the produced water before proper disposal. Several chemical and thermal techniques are employed for the removal of HPAM, but they are not so environmentally friendly and somewhat expensive. Among different types of treatments, biodegradation with the aid of individual or mixed microbes (as biofilms) is touted to be an efficient and environmentally friendly way to solve the problem without harmful side effects. Many researchers have explored and reported the potential of such bioremediation technology with a variable removal efficiency of HPAM from the oil field produced water, both in lab scale and field scale studies. The current review is in line with United Nations Sustainability Goals, related to water security-UNSDG 6. It highlights the scale of such HPAM-based EOR applications, the challenge of produced water treatment, current possible solutions, and future possibilities to reuse such treated water sources for other applications.Entities:
Keywords: Acrylamide; Bioremediation; Enhanced oil recovery; Partially hydrolyzed polyacrylamide; Produced water; Toxicity
Mesh:
Substances:
Year: 2022 PMID: 36227428 PMCID: PMC9558033 DOI: 10.1007/s10661-022-10569-9
Source DB: PubMed Journal: Environ Monit Assess ISSN: 0167-6369 Impact factor: 3.307
Fig. 1The three phases of crude oil recovery from oil reservoirs
Fig. 2The chemical structure of PAM and HPAM
Fig. 3The chemical structure of acrylamide
Fig. 4Microbial induced corrosion (MIC) in the oil and gas pipeline system
(Modified from Chen et al., 2013)
Volumes of oil and gas fields produced water in different countries (Al-Ghouti et al., 2019; Alsarayreh et al., 2022; Echchelh et al., 2018; Liu et al., 2021)
| USA | 21,000,000,000 |
| Australia | 207,570,000 |
| China | 45,917,000 |
| Colorado | 92,274,300 |
| Iraq | 105,853,190 |
| Oman | 900,000* |
| Qatar | 50,508,816 |
| Australia | 3.02 × 1010 |
| New Mexico | 1.25 × 109 |
*m3/day
General produced water parameters from different oil fields in the world (Klemz et al., 2021; Rahman et al, 2020; and some of our results from oilfields in Oman)
| Density (kg/m3) | 1000–1140 | Calcium | 13–30800 | |
| Conductivity (μS/cm) | < 1000–600.000 + | Sodium | 50–297000 + | |
| Surface tension (mN/m)* | 38–78 | Potassium | 24–5500 | |
| Turbidity (NTU) | > 100 | Magnesium | < 8–10000 + | |
| Total organic carbon (TOC) (mg/L) | 0–1500 | Iron | < 0.1–100 | |
| Chemical oxygen demand (COD) (mg/L) | 177–1300 | Aluminum | 310–410 | |
| Total suspended solids (TSS) (mg/L) | 1–1000 | Boron | < 5–95 | |
| pH | 4.0–10 | Barium | < 1.3–650 | |
| Total Dissolved Solids (TDS) (mg/L) | 2650–138,500 | Nickel | 0.06–0.2 | |
| Total oil (IR, mg/L) | ~ 0.0–565 | Cadmium | 0–0.2 | |
| Volatile (BTEX; mg/L) | < 0.20–55 | Chromium | 0–10 | |
| Total petroleum hydrocarbon (TPH) | < 0.5–350 | Copper | 0–50 | |
| Oil and grease (mg/L) | ~ 0–540 | Lithium | 0.1–500 | |
| Chloride (mg/L) | 80–300,000 + | Manganese | < 0.004–175 | |
| Bicarbonate (mg/L) | 71–3990 | Lead | 0–8.8 | |
| Sulfate (mg/L) | < 2–3000 | Strontium | 0.02–1000 | |
| Ammoniacal nitrogen (mg/L) | 10–300 | Titanium | < 0.01–0.7 | |
| Sulfite (mg/L) | 0–50 | Zinc | 0–55 | |
| Phenols (mg/L) | 0–23 | Arsenic | 0–0.3 | |
| Volatile fatty acids (VFAs) (mg/L) | ~ 0–6000 | Mercury | 0–10 |
*Depending on the type of surfactants used for EOR operations
Fig. 5Extracellular amidase induce the bacterial degradation of PAM (Caulfield et al., 2002; Nyyssölä & Ahlgren, 2019)
Different published reports for removal and biodegradation of PAM and HPAM
| Mixed microbes | Wastewater from “alkaline-surfactant-polymer” flooding water treatment station | Aerobic–anoxic–anaerobic/20–33 °C | 11–16.79% | Wei et al. ( |
| Mixed microbial mats | Constructed wetland treating oilfield produced water | Aerobic–anoxic /30 °C | 7–34% | Abed et al. ( |
| Mixed microbes/microalgae | Biological contact oxidation reactor used for the treatment of PAM containing wastewater | Aerobic | 64% | Zhang et al. ( |
| Mixed microbes | Simulated synthetic wastewater and activated wastewater sludge | Ozonic-anaerobic–aerobic/25–35 °C | 85.06% | Song et al. ( |
The laboratory of Southwest Petroleum University (China) | Aerobic/38 °C | 69.1% | Ma et al. ( | |
| Mixed microbes | Domestic sewage treatment plant | Aerobic–anoxic–anaerobic/30 °C | 43.6% | Zhang et al. ( |
sp. | Wastewater samples from coking plant and shale gas field | Aerobic/35 °C | 45.82% | Dong et al. ( |
| Mixed microbes | Sludge from wastewater treatment plant | Aerobic/25 °C | ~ 75% (as viscosity reduction) | Zhang et al. ( |
| Mixed microbes | Oilfield produced water and activated wastewater sludge | Aerobic/50 °C | Partial | Berdugo-Clavijo et al. ( |
| Mixed microbes | Activated sludge from a wastewater treatment plant | Anaerobic/33 °C | 40.5% | Zhao et al. ( |
| Mixed microbes | HPAM containing samples from Wastewater treatment stations | Aerobic and anoxic/35 °C | 38–65% | Zhao et al. ( |
| Mixed microbes | Oilfield wastewater treatment station and aerobic activated sludge from a domestic wastewater treatment plant | Aerobic-Ozone-aerobic/25–35 °C | 90.79% | Song et al. ( |
| Oilfield soil contaminated with produced water | Aerobic/24 °C | 55.93% | Song et al. ( | |
| Mixed microbes | Production water samples | Anaerobic/36–37 °C | Partial/not specified | Hu et al. ( |
| Mixed microbes | Wastewater from “alkaline-surfactant-polymer” flooded oilfield | Aerobic–anoxic–anaerobic/30 °C | 7% | Liu et al. ( |
| Polymer flooded produced water | Aerobic/40 °C | 59.9% 58.4% | Al-Moqbali et al. ( | |
| Activated sludge | Anaerobic/36 °C | 68.27% | Li ( | |
| Mixed microbes | Water injection pipeline from oilfield | Not specified | Partial/not specified | Li et al. ( |
| HPAM-containing wastewater | Aerobic/35 °C | 41.6% | Liu et al. ( | |
| Polymer flooded produced water | Anaerobic and aerobic/37 °C | Partial/not specified | Zhao et al. ( | |
| Polymer flooded produced water | Anaerobic and aerobic | 75.8% | Sang et al. ( | |
| Dewatered sludge | Aerobic/39 °C | 45% | Yu et al. ( | |
| Mixed bacteria | HPAM-containing sewage | Aerobic/35 °C | 62.1% | Liu et al. ( |
| Polymer flooded produced water | Aerobic/ 40 °C | 42.1% | Bao et al. ( | |
| Activated sludge and oil-contaminated soil | Aerobic/30 °C | 70% | Wen et al. ( | |
| Curing pot in the HPAM distribution station | Anaerobic | 30.8% | Ma et al. ( | |
| Oilfield | Anaerobic | 61.2% | Li and Fang ( | |
| Curing pot in the HPAM distribution station | Anaerobic/38 °C | 63.17% | Wei et al. ( | |
| Soil | Aerobic/30 °C | 16% 19% | Matsuoka et al. ( | |
| Soil | Aerobic/30 °C | 20% 15% | Nakamiya and Kinoshita ( |
NA not available
Fig. 6The proposed biodegradation pathway of PAM and HPAM to acrylamide
(Modified from Joshi & Abed, 2017)
Fig. 7The chemical structure of polysaccharide biopolymers (A pullulan, B schizophyllan, C Xanthan gum) (Ferreira et al., 2015; Lochhead, 2017; Sutivisedsak et al., 2013)