Surface Water |
Surma River (Monsoon Season) |
0.0376 |
0.0042 |
1.8340 |
─ |
─ |
0.0042 |
─ |
0.0130 |
(Alam et al., 2007) |
Surma River (Dry Season) |
0.0388 |
0.0042 |
0.3340 |
─ |
─ |
1.1540 |
─ |
0.0130 |
(Alam et al., 2007) |
Dhaleswari River |
(0.4413 ± 0.0425) |
(0.1547 ± 0.0305) |
─ |
─ |
(0.0072 ± 0.0014) |
─ |
(0.0065 ± 0.0009) |
(0.0501 ± 0.0193) |
(Ahmed et al., 2009) |
Wetlands nearby Barapukuria, Dinajpur (Drainage Water) |
<0.0720 |
0.2100 |
5.1000 |
0.1950 |
0.1800 |
0.4310 |
─ |
0.2300 |
(Bhuiyan et al., 2010) |
Wetlands nearby Barapukuria, Dinajpur (River Water) |
|
0.1000 |
3.1000 |
0.1630 |
─ |
0.5800 |
─ |
0.0700 |
(Bhuiyan et al., 2010) |
Buriganga River, Dhaka |
(0.587 ± 0.0441) |
(0.1631 ± 0.0335) |
─ |
─ |
(0.0088 ± 0.001) |
─ |
(0.0093 ± 0.0015) |
(0.0655 ± 0.0048) |
(Ahmed et al., 2010) |
Karatoa River |
(0.005 ± 0.002) |
Trace |
(0.495 ± 0.247) |
(0.101 ± 0.067) |
(0.005 ± 0.003) |
Trace |
─ |
Trace |
(Zakir et al., 2012) |
Khiru River, Mymensingh |
─ |
(0.0037 ± 0.001) |
─ |
(0.0953 ± 0.110) |
─ |
(0.0061 ± 0.003) |
(0.1748 ± 0.340) |
(0.0107 ± 0.008) |
(Rashid et al., 2012) |
Shitalakhya (2012) |
0.0050 |
─ |
─ |
─ |
0.0050 |
0.1060 |
0.0030 |
0.0050 |
(Rahman et al., 2013) |
Different Rivers near Dhaka |
(0.0233 ± 0.0134) |
(0.0147 ± 0.0148) |
(0.0421 ± 0.0754) |
(0.0312 ± 0.0399) |
─ |
(0.002 ± 0.0017) |
(0.0047 ± 0.0009) |
(0.0041 ± 0.0008) |
(Sikder et al., 2013) |
Dhanmondi Lake, Dhaka |
─ |
0.0110 |
─ |
0.0528 |
─ |
0.0404 |
0.0097 |
0.0009 |
(Mokaddes et al., 2013) |
Romna Lake, Dhaka |
─ |
0.0110 |
─ |
0.0700 |
─ |
0.0379 |
0.0090 |
0.0013 |
(Mokaddes et al., 2013) |
Crescent Lake, Dhaka |
─ |
0.0110 |
─ |
0.0798 |
─ |
0.0189 |
0.0720 |
0.0009 |
(Mokaddes et al., 2013) |
Samshad Lake, Dhaka |
─ |
0.0168 |
─ |
0.0893 |
─ |
0.0238 |
0.0660 |
0.0007 |
(Mokaddes et al., 2013) |
Gulshan Lake, Dhaka |
─ |
0.0133 |
─ |
0.0904 |
─ |
0.0163 |
0.0277 |
0.0009 |
(Mokaddes et al., 2013) |
Bonani Lake, Dhaka |
─ |
0.0164 |
─ |
0.0896 |
─ |
0.0178 |
0.0102 |
0.0010 |
(Mokaddes et al., 2013) |
Sutrapur Lake, Dhaka |
─ |
0.0143 |
─ |
0.1020 |
─ |
0.6983 |
0.0834 |
0.0031 |
(Mokaddes et al., 2013) |
Rampura Lake, Dhaka |
─ |
0.0162 |
─ |
0.0916 |
─ |
0.6250 |
0.0044 |
0.0052 |
(Mokaddes et al., 2013) |
Airport Lake, Dhaka |
─ |
0.0129 |
─ |
0.1085 |
─ |
1.2801 |
0.2210 |
0.0007 |
(Mokaddes et al., 2013) |
Tongi Lake, Dhaka |
─ |
0.1150 |
─ |
0.0987 |
─ |
0.9980 |
0.0030 |
0.0014 |
(Mokaddes et al., 2013) |
Balu River (Winter Season) |
(1.02 ± 0.24) |
(0.16 ± 0.04) |
(0.16 ± 0.02) |
─ |
─ |
(0.38 ± 0.08) |
─ |
─ |
(Hasan et al., 2014) |
Balu River (Rainny Season) |
─ |
(0.08 ± 0.04) |
(0.04 ± 0.02) |
─ |
─ |
(0.05 ± 0.02) |
─ |
─ |
(Hasan et al., 2014) |
Dhalai Beel and Bangshi River |
(0.093 ± 0.032) |
(1.05 ± 0.22) |
─ |
(0.088 ± 0.017) |
(0.035 ± 0.012) |
(3.32 ± 0.62) |
(0.007 ± 0.001) |
(0.108 ± 0.031) |
(Rahman et al., 2014)) |
Paira River (Winter) |
0.0579 |
0.0351 |
─ |
─ |
0.0406 |
─ |
0.0009 |
0.0288 |
(Islam et al., 2015a) |
Paira Rive (Summer) |
0.0326 |
0.0240 |
─ |
─ |
0.0279 |
─ |
0.0005 |
0.0214 |
(Islam et al., 2015a) |
Korotoa River, Bogra (Summer) |
(0.073 ± 0.027) |
(0.061 ± 0.028) |
─ |
─ |
(0.032 ± 0.019) |
─ |
(0.008 ± 0.006) |
(0.027 ± 0.015) |
(Islam et al., 2015b) |
Korotoa River, Bogra (Winter) |
(0.083 ± 0.027) |
(0.073 ± 0.033) |
─ |
─ |
(0.039 ± 0.023) |
─ |
(0.011 ± 0.008) |
(0.035 ± 0.019) |
(Islam et al., 2015b) |
Buriganga River, Dhaka |
0.1140 |
0.2390 |
0.6120 |
0.1570 |
0.1500 |
0.3320 |
─ |
0.1190 |
(Bhuiyan et al., 2015) |
Karnaphuli River, Chittagong (Summer) |
(0.0696 ± 0.0170) |
─ |
─ |
─ |
─ |
─ |
(0.0065 ± 0.003) |
(0.0099 ± 0.0048) |
(Ali et al., 2016) |
Karnaphuli River, Chittagong (Winter) |
(0.0869 ± 0.0174) |
─ |
─ |
─ |
─ |
─ |
(0.0106 ± 0.0045) |
(0.0168 ± 0.0062) |
(Ali et al., 2016) |
Turag River |
0.0070 |
Trace |
─ |
─ |
─ |
0.0900 |
0.0010 |
0.0090 |
(Rabbi et al., 2016) |
Ground Water |
Rajarampur, Chapai Nawabgonj |
─ |
0.0002 |
─ |
─ |
<0.00006 |
0.03 |
─ |
0.0002 |
(Islam et al., 2000) |
Shamta, Jessore |
<0.0002 |
─ |
─ |
─ |
<0.00006 |
0.027 |
─ |
0.0005 |
(Islam et al., 2000) |
Mainamoti, Comilla |
0.0031 |
0.0006 |
─ |
─ |
0.001 |
0.053 |
─ |
0.001 |
(Islam et al., 2000) |
Andulia, Jhenidah |
─ |
─ |
─ |
─ |
<0.00006 |
0.078 |
─ |
0.0007 |
(Islam et al., 2000) |
Supply groundwater of Banani |
─ |
─ |
0.04 |
0.02 |
─ |
─ |
─ |
─ |
(Nahar et al., 2014) |
Supply groundwater of Tejgaon |
─ |
─ |
0.11 |
0.05 |
─ |
─ |
─ |
─ |
(Nahar et al., 2014) |
Supply groundwater of Dhanmondi |
─ |
─ |
0.03 |
0.1 |
─ |
─ |
─ |
─ |
(Nahar et al., 2014) |
Supply groundwater of Hazaribagh |
─ |
─ |
0.02 |
0.09 |
─ |
─ |
─ |
─ |
(Nahar et al., 2014) |
Well water in Dhamrai |
─ |
─ |
15.9 |
0.86 |
─ |
─ |
─ |
─ |
(Nahar et al., 2014) |
Well water in Chuadanga |
─ |
─ |
28.9 |
0.29 |
─ |
─ |
─ |
─ |
(Nahar et al., 2014) |
Tube wells of Singair, Manikgonj |
0.093 |
0.0223 |
7.11 |
2.08 |
0.043 |
0.0643 |
─ |
0.019 |
(Halim et al., 2014) |
Pumping well of Faridpur |
─ |
─ |
(5.9516 ± 4.9312) |
(0.0006 ± 0.0007) |
(0.0033 ± 0.0023) |
(0.0104 ± 0.0102) |
─ |
(0.0006 ± 0.0004) |
(Bodrud-Doza et al., 2016) |
Shallow Tubewells of Cox's Bazar paleobeach area |
─ |
─ |
1.81 |
1.87 |
─ |
─ |
─ |
─ |
(Seddique et al., 2016) |
Deep Tubewells of Cox's Bazar paleobeach area |
─ |
─ |
2.67 |
1.37 |
─ |
─ |
─ |
─ |
(Seddique et al., 2016) |
Different types of well in Lakshimpur |
─ |
─ |
(3.235 ± 3.868) |
(0.652 ± 0.583) |
(0.0002 ± 0.0001) |
─ |
─ |
(0.00004 ± 0.0001) |
(Bhuiyan et al., 2016) |
Deep Tubwell of Rajshahi City |
─ |
(0.08 ± 0.06) |
(3.1 ± 0.64) |
(1.47 ± 0.78) |
─ |
(0.19 ± 0.07) |
(0.014 ± 0.01) |
(1.167 ± 0.14) |
(Mostafa et al., 2017) |
Sylhet district |
─ |
─ |
(6.832 ± 6.046) |
(0.281 ± 0.217) |
─ |
─ |
─ |
─ |
(Islam et al., 2017a) |
Rangpur |
─ |
─ |
(7.7264 ± 6.5593) |
(0.6845 ± 0.7547) |
─ |
(0.0333 ± 0.03899) |
─ |
─ |
(Islam et al., 2017b) |
WHO Standards |
0.05 |
2.00 |
0.30∗
|
0.5 |
0.02 |
3.00 |
0.003 |
0.01 |
|
Bangladesh Standards (Drinking water) |
0.05 |
1.00 |
0.30–1.00 |
0.1 |
0.10 |
5.00 |
0.005 |
0.05 |
|
Bangladesh Standards (Industrial effluents) |
0.50 |
0.50 |
2.00 |
5.00 |
1.00 |
5.00 |
0.05 |
0.10 |
(DoE, 2008) |