| Literature DB >> 21303549 |
Abstract
BACKGROUND: The current criteria for recreational water quality evaluation are primarily based on measurements of fecal indicator bacteria growth. However, these criteria often fail to predict the presence of waterborne human pathogenic viruses. To explore the possibility of direct use of human enteric viruses as improved human fecal contamination indicators, human adenovirus (HAdV) was tested as a model in this study.Entities:
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Year: 2011 PMID: 21303549 PMCID: PMC3045892 DOI: 10.1186/1743-422X-8-57
Source DB: PubMed Journal: Virol J ISSN: 1743-422X Impact factor: 4.099
Oligonucleotide sequences used for detection of HAdV
| Primer | Sequence (5'→ 3')a | +/-b | Target | Ampliconsize (bp) | References |
|---|---|---|---|---|---|
| Q-Padv-F | AACGGCCGCTACTGCAAG | + | Swine AdV hexon | 68 | Hundesa |
| Q-Padv-R | AGCAGCAGGCTCTTGAGG | - | |||
| hex1deg (outer) | GCCSCARTGGKCWTACATGCACATC | + | Hexon | 301 | Allard |
| hex2deg (outer) | CAGCACSCCICGRATGTCAAA | - | |||
| nehex3deg (inner) | GCCCGYGCMACIGAIACSTACTTC | + | 171 | ||
| nehex4deg (inner) | CCYACRGCCAGIGTRWAICGMRCYTTGTA | - | |||
| ADV-F | GCCACGGTGGGGTTTCTAAACTT | + | Hexon | 131 | Gunson |
| ADV-R | GCCCCAGTGGTCTTACATGCACATC | - | |||
| XuHex1 | TTCCCCATGGCICAYAACAC | + | Hexon | 482 | Xu |
| XuHex2 | CCCTGGTAKCCRATRTTGTA | - | |||
| hexDEGF | CAGGACGCCTCGGRGTAYCTSAG | + | Hexon | 103 | Damen |
| hexDEGR | GGAGCCACVGTGGGRTT | - | |||
| AdE1 | TCCCTACGATGCAGACAACG | + | Fiber | 967 | Xu |
| AdE2 | AGTGCCATCTATGCTATCTCC | - | |||
| AdF1 | ACTTAATGCTGACACGGGCAC | + | 541-586 | ||
| AdF2 | TAATGTTTGTGTTACTCCGCTC | - | |||
| AdF | CWTACATGCACATCKCSGG | + | Hexon | ~75 | Hernroth |
| AdR | CRCGGGCRAAYTGCACCAG | - | |||
| HAdV-ABCDEF-hexon25fc | CARTGGKCDTACATGCACATC | + | Hexon | Kuo | |
| HAdV-E-hexon373r | CCAGRCTGTTGTAGGCAGTG | - | 349 | ||
| HAdV-F-hexon265r | CCACGGCCAGCGTAAAGC | - | 241 | ||
| hexAA1885 (outer) | GCCGCAGTGGTCTTACATGCACAGC | + | Hexon | 300 | Allard |
| hexAA1913 (outer) | CAGCACGCCGCGGATGTCAAAGT | - | |||
| nehexAA1893 (inner) | GCCACCGAGACGTACTTCAGCCTG | + | Hexon | 142 | Allard |
| nehexAA1905 (inner) | TTGTACGAGTACGCGGTATCCTCGCGGTC | - | |||
| JTVFF | AACTTTCTCTCTTAATAGACGCC | + | Fiber | 117 | Jothikumar |
| JTVFR | AGGGGGCTAGAAAACAAAA | - | |||
| AdV1 (outer) | CAAGATGGCCACCCCCTCG | + | hexon | 329 | Oh |
| AdV2 (outer) | CGATCCAGCACGCCGCGGATGTC | - | |||
| AdV3 (inner) | AATGGTCTTACATGCACAT | + | 253 | ||
| AdV4 (inner) | ACCCGGTTGTCGCCCACGGCCAG | - | |||
a. R = A+G; Y = C+T;S = C+G;W = A+T;H = A+C+T;B = C+G+T;V = A+C+G;D = A+G+T;N = all
b. Polarity
c. Forward primer for both HAdV-E-hexon373r and HAdV-F-hexon265r
Optimized PCR conditions and detection limits for each primer set
| Primer | Stda | Optimized condition | Detection limit | ||
|---|---|---|---|---|---|
| Tannel | [MgCl2] | [primer] | |||
| hex1deg/hex2deg | ✓ | 54-60 | 1.5 mM | 600-800 nM | 10-5 X |
| nehex3deg/nehex4deg | ✓ | 58-60 | 2.0 mM | 600-800 nM | 10-6-7 X |
| ADV-F/ADV-R | ✓ | 51.6-55.4 | 1.5 mM | 600-1000 nM | 10-7 X |
| XuHex1/XuHex2 | ✓ | 54-60 | 1.5 mM | 1000 nM | 10-5 X |
| hexDEGF/hexDEGR | ✓ | 59.2 | 3.0 mM | 600-800 nM | 10-5 X |
| AdF/AdR | ✓ | 60 | 1.5 mM | 600 nM | 10-6-7 X |
| AdV1/AdV2 | ✓ | 51.6-55.4 | 2.0 mM | 600-800 nM | 10-4X |
| AdV3ne/AdV4ne | ✓ | 55.4 | 1.5 mM | 400-800 nM | 10-4 X |
| Hex1deg/hex2deg; nehex3deg/nehex4degb | 10-7 X | ||||
| AdV1/AdV2; AdV3ne/AdV4neb | 10-5 X | ||||
a. Standard condition as described in text.
b. Nested PCR.
Figure 1Agarose gel electrophoresis of PCR detection of HAdV in urban wastewaters of three different treatments stages. (A) Amplified with primer set ADV-F/ADV-R. (B) amplified with primer set nehex3deg/nehex4deg. HAdV were detected from 100 mL of untreated raw influenced (lane 1), pre-disinfection (lane 2), and post-disinfection/effluence (lane 3) stages. Lane M = 50-bp DNA marker, lane C+ = positive control using HAdV DNA, and lane C- = no template control.
HAdV prevalence in Hawaiian urban wastewater and environmental waters
| Sample | PCR | Nested PCR | ||||
|---|---|---|---|---|---|---|
| SIWWTP influence tank | Sewage | 100 mL | ND | |||
| SIWWTP clarifying tank | Sewage | 100 mL | ND | |||
| SIWWTP effluence tank | Sewage | 100 mL | ND | |||
| Sand Island State Recreational Area | Seawater | 2.00 L | ||||
| Kailua Bay | Seawater | 2.00 L | ||||
| Waikiki Beach | Seawater | 2.00 L | ||||
| Ala Wai Canal | Freshwater | 2.00 L | ||||
| Wahiawa freshwater | Freshwater | 2.00 L | ||||
| Manoa stream | Freshwater | 2.00 L | ||||
| Ala Moan Park/Magic Island | Seawater | 2.00 L | ||||
| Diamond Head Beach Park | Seawater | 2.00 L | ||||
| Maili Beach Park | Seawater | 2.00 L | ||||
| Waianae/Pokai Bay | Seawater | 2.00 L | ||||
| Waialae Beach Park | Seawater | 2.00 L | ||||
| Maunalua Bay Beach Park | Seawater | 2.00 L | ||||
| Kalaka Bay Beach Park | Seawater | 2.00 L | ||||
| Bellows Field Beach Park | Seawater | 0.80 La | ||||
| West Loch Community Shoreline Park | Seawater | 0.80 La | ||||
| Kailua Stream | Freshwater | 0.50 La | ||||
| Field Blank | dH2O | 2.00 L | ||||
| Spike control | S+Sb | 2 +0.05 L | ||||
a. 2L sample water was initially prepared but actual volume passed through the filter membrane.
b. 2 L of seawater + 50 mL of sewage water.
c. ND = not done