The carcinogenic and endocrine-disrupting PAHs were investigated in surface water of the north-western creeks of India. The concentrations of ΣPAHs were found to vary in the range of 114.32-347.04 μg L-1, (mean 224.78 ± 8.85 μg L-1), out of which 49.12% contribution is due to ΣC-PAHs. The assessment of toxicity and biological risk arising due to individual C-PAHs was made by calculating their toxic equivalent quantity. The level of individual C-PAHs was reported exceeding the final chronic values, Canadian water quality guideline values and Netherlands maximum permissible concentration values set for the protection of aquatic life. The mean BaP concentration (10.32 ± 2.75 μg L-1) was above the European Directive 2008/105/EC Environmental Quality Standards (EQS) value; while the sum of BkF + BbF (26.76 μg L-1) and BghiP + InP (19.59 μg L-1) were significantly higher than that set by the EQS. The results of the present study will help in understanding the global distribution and fate of PAHs which is required for implementing the necessary steps towards mitigation of the ecotoxicological risk arising due to the existence of such contaminants in the aquatic environment across the world.
Citation: P. U. Singare, J.P. Shirodkar. Persistent and carcinogenic polycyclic aromatic hydrocarbons in the north-western coastal marine environment of India[J]. AIMS Environmental Science, 2021, 8(2): 169-189. doi: 10.3934/environsci.2021012
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The carcinogenic and endocrine-disrupting PAHs were investigated in surface water of the north-western creeks of India. The concentrations of ΣPAHs were found to vary in the range of 114.32-347.04 μg L-1, (mean 224.78 ± 8.85 μg L-1), out of which 49.12% contribution is due to ΣC-PAHs. The assessment of toxicity and biological risk arising due to individual C-PAHs was made by calculating their toxic equivalent quantity. The level of individual C-PAHs was reported exceeding the final chronic values, Canadian water quality guideline values and Netherlands maximum permissible concentration values set for the protection of aquatic life. The mean BaP concentration (10.32 ± 2.75 μg L-1) was above the European Directive 2008/105/EC Environmental Quality Standards (EQS) value; while the sum of BkF + BbF (26.76 μg L-1) and BghiP + InP (19.59 μg L-1) were significantly higher than that set by the EQS. The results of the present study will help in understanding the global distribution and fate of PAHs which is required for implementing the necessary steps towards mitigation of the ecotoxicological risk arising due to the existence of such contaminants in the aquatic environment across the world.
In structural mechanics, particularly in the field of elasticity, there are equations that describe the behavior of thin plates under loads. These equations are often partial differential equations that govern the displacement of a thin plate. The plate equation depends on factors like material properties, geometry, and boundary conditions. In the context of geophysics, "plate equation" could refer to the equations that describe the movement and interaction of tectonic plates on the Earth's surface. Plate tectonics is a theory that explains the movement of the Earth's lithosphere (the rigid outer layer of the Earth) on the more fluid asthenosphere beneath it. In mathematics, specifically in the field of differential equations, the term "plate equation" might be used to refer to certain types of equations. For instance, in polar coordinates, Laplace's equation takes a specific form that is sometimes informally referred to as the "plate equation". Plate equation models are hyperbolic systems that arise in several areas in real-life problems, (see, for instance, Kizilova et al.[1], Lasiecka et al. [2] and Huang et al.[3]). The theory of plates is the mathematical formulation of the mechanics of flat plates. It is defined as flat structural components with a low thickness compared to plane dimensions. The advantage of the theory of plates comes from the disparity of the length scale to reduce the problem of the mechanics of three-dimensional solids to a two-dimensional problem. The purpose of this theory is to compute the stresses and deformation in a loaded plate. The equation of plates results from the composition of different subsets of plates: The equilibrium equations, constitutive, kinematic, and force resultant, [4,5,6].
Following this, there are a wide number of works devoted to the analysis and control of the academic model of hyperbolic systems, the so-called plate equations, For example, the exact and the approximate controllability of thermoelastic plates given by Eller et al. [7] and Lagnese and Lions in [8] treated the control of thin plates and Lasiecka in [9] considered the controllability of the Kirchoff plate. Zuazua [10] treated the exact controllability for semi-linear wave equations. Recently many problems involving a plate equations were considered by researchers. Let us cite as examples the stabilization of the damped plate equation under general boundary conditions by Rousseau an Zongo [11]; the null controllability for a structurally damped stochastic plate equation studied by Zhao [12], Huang et al. [13] considerrd a thermal equation of state for zoisite: Implications for the transportation of water into the upper mantle and the high-velocity anomaly in the Farallon plate. Kaplunov et al. [14] discussed the asymptotic derivation of 2D dynamic equations of motion for transversely inhomogeneous elastic plates. Hyperbolic systems have recently continued to be of interest to researchers and many results have been obtained. We mention here the work of Fu et al. [15] which discusses a class of mixed hyperbolic systems using iterative learning control. Otherwise, for a class of one-dimension linear wave equations, Hamidaoui et al. stated in [16] an iterative learning control. Without forgetting that for a class of second-order nonlinear systems Tao et al. proposed an adaptive control based on an disturbance observer in [17] to improve the tracking performance and compensation. In addition to these works, the optimal control of the Kirchoff plate using bilinear control was considered by Bradly and Lenhart in [18], and Bradly et al. in [19]. In fact, in this work we will talk about a bilinear plate equation and we must cite the paper of Zine [20] which considers a bilinear hyperbolic system using the Riccati equation. Zine and Ould Sidi [19,22] that introduced the notion of partial optimal control of bilinear hyperbolic systems. Li et al. [23] give an iterative method for a class of bilinear systems. Liu, et al. [24] extended a gradient-based iterative algorithm for bilinear state-space systems with moving average noises by using the filtering technique. Furthermore, flow analysis of hyperbolic systems refers to the problems dealing with the analysis of the flow state on the system domain. We can refer to the work of Benhadid et al. on the flow observability of linear and semilinear systems [25], Bourray et al. on treating the controllability flow of linear hyperbolic systems [26] and the flow optimal control of bilinear parabolic systems are considered by Ould Sidi and Ould Beinane on [27,28].
For the motivation the results proposed in this paper open a wide range of applications. We cite the problem of iterative identification methods for plate bilinear systems [23], as well as the problem of the extended flow-based iterative algorithm for a plate systems [24].
This paper studies the optimal control problem governed by an infinite dimensional bilinear plate equation. The objective is to command the flow state of the bilinear plate equation to the desired flow using different types of bounded feedback. We show how one can transfer the flow of a plate equation close to the desired profile using optimization techniques and adjoint problems. As an application, we solve the partial flow control problem governed by a plate equation. The results open a wide way of applications in fractional systems. We began in section two by the well-posedness of our problem. In section three, we prove the existence of an optimal control solution of (2.3). In section four, we state the characterization of the optimal control. In section five we debate the case of time bilinear optimal control. Section six, proposes a method for solving the flow partial optimal control problem governed by a plate equation.
Consider Θ an open bounded domain of IR2 with C2 boundary, for a time m, and Γ=∂Θ×(0,m). The control space time set is such that
Q∈Up={Q∈L∞([0,m];L∞(Θ)) such that −p≤Q(t)≤p}, | (2.1) |
with p as a positive constant. Let the plate bilinear equation be described by the following system
{∂2u∂t2+Δ2u=Q(t)ut,(0,m)×Θ,u(x,0)=u0(x),∂u∂t(x,0)=u1(x),Θ,u=∂u∂ν=0,Γ, | (2.2) |
where ut=∂u∂t is the velocity. The state space is H20(Θ)×L2(Θ), (see Lions and Magenes [29] and Brezis [30]). We deduce the existence and uniqueness of the solution for (2.2) using the classical results of Pazy [31]. For λ>0, we define ∇u as the flow control problem governed by the bilinear plate equation (2.2) as the following:
minQ ∈UpCλ(Q), | (2.3) |
where Cλ, is the flow penalizing cost defined by
Cλ(Q)=12‖∇u−ud‖2(L2(0,m;L2(Θ)))n+λ2∫m0∫ΘQ2(x,t)dxdt=12n∑i=1‖∂u∂xi−udi‖2L2(0,m;L2(Θ))+λ2∫m0∫ΘQ2(x,t)dxdt, | (2.4) |
where ud=(ud1,....udn) is the flow target in L2(0,m;L2(Θ)). One of the important motivations when considering the problem (2.3) is the isolation problems, where the control is maintained to reduce the flow temperature on the surface of a thin plate (see El Jai et al. [32]).
Lemma 3.1. If (u0,u1)∈H20(Θ)×L2(Θ) and Q∈Up, then the solution (u,ut) of (2.2) satisfies the following estimate:
‖(u,ut)‖C(0,m;H20(Θ)×L2(Θ))≤T(1+ηm)eηKm, |
where T=‖(u0,u1)‖H20(Θ)×L2(Θ) and K is a positive constant [18,19].
Using the above Lemma 3.1, we prove the existence of an optimal control solution of (2.3).
Theorem 3.1. (u∗,Q∗)∈C([0,m];H20(Θ)×Up), is the solution of (2.3), where u∗ is the output of (2.2) and Q∗ is the optimal control function.
Proof. Consider the minimizing sequence (Qn)n in Up verifying
C∗=limn→+∞Cλ(Qn)=infQ∈L∞(0,m;L∞(Θ))Cλ(Q). |
We choose ˉun=(un,∂un∂t) to be the corresponding state of Eq (2.2). Using Lemma 3.1, we deduce
‖un(x,t)‖2H20(Θ)+‖unt(x,t)‖2L2(Θ)≤T1eηKm for 0≤t≤m and T1∈IR+. | (3.1) |
Furthermore, system (2.2) gives
‖untt(x,t)‖2H−2(Θ)≤T2‖unt(x,t)‖2L2(Θ) with T2∈IR+. |
Then easily from (3.1), we have
‖untt(x,t)‖2H−2(Θ)≤T3eηKm for 0≤t≤m and T3∈IR+. | (3.2) |
Using (3.1) and (3.2), we have the following weak convergence:
Qn⇀Q∗,L2(0,m;L2(Θ)),un⇀u∗,L∞(0,m;H20(Θ)),unt⇀u∗t,L∞(0,m;L2(Θ)),untt⇀u∗tt,L∞(0,m;H−2(Θ)), | (3.3) |
From the first convergence property of (3.3) with a control sequence Qn∈Up, easily one can deduce that Q∗∈Up [20].
In addition, the mild solution of (2.2) verifies
∫m0unttf(t)dt+∫m0∫ΘΔunΔf(t)dxdt=∫m0Q∗untf(t)dt,∀f∈H20(Θ). | (3.4) |
Using (3.3) and (3.4), we deduce that
∫m0u∗ttf(t)dt+∫m0∫ΘΔu∗Δf(t)dxdt=∫m0Q∗u∗tf(t)dt,∀f∈H20(Θ), | (3.5) |
which implies that u∗=u(Q∗) is the output of (2.2) with command function Q∗.
Fatou's lemma and the lower semi-continuous property of the cost Cλ show that
Cλ(Q∗)≤12limk→+∞‖∇uk−ud‖2(L2(0,m;L2(Θ)))n+λ2limk→+∞∫m0∫ΘQ2k(x,t)dxdt≤lim infk→+∞Cλ(Qn)=infQ∈UpCλ(Q), | (3.6) |
which allows us to conclude that Q∗ is the solution of problem (2.3).
We devote this section to establish a characterization of solutions to the flow optimal control problem (2.3).
Let the system
{∂2v∂t2=−Δ2v(x,t)+Q(x,t)vt+d(x,t)vt,(0,m)×Θ,v(x,0)=vt(x,0)=v0(x)=0,Θ,v=∂v∂ν=0,Γ, | (4.1) |
with d∈L∞(0,m;L∞(Θ)) verify Q+δd∈Up,∀δ>0 is a small constant. The functional defined by Q∈Up↦ˉu(Q)=(u,ut)∈C(0,m;H20(Θ)×L2(Θ)) is differentiable and its differential ¯v=(v,vt) is the solution of (4.1) [21].
The next lemma characterizes the differential of our flow cost functional Cλ(Q) with respect to the control function Q.
Lemma 4.1. Let Q∈Up and the differential of Cλ(Q) can be written as the following:
limk⟶0Cλ(Q+kd)−Cλ(Q)k=n∑i=1∫Θ∫m0∂v(x,t)∂xi(∂u∂xi−udi)dtdx+ε∫Θ∫m0dQdtdx. | (4.2) |
Proof. Consider the cost Cλ(Q) defined by (2.4), which is
Cλ(Q)=12n∑i=1∫Θ∫m0(∂u∂xi−udi)2dtdx+λ2∫Θ∫m0Q2(t)dtdx. | (4.3) |
Put uk=z(Q+kd), u=u(Q), and using (4.3), we have
limk⟶0Cλ(Q+kd)−Cλ(Q)k=limβ⟶0n∑i=112∫Θ∫m0(∂uk∂xi−udi)2−(∂u∂xi−udi)2kdtdx+limk⟶0λ2∫Θ∫m0(Q+kd)2−Q2k(t)dtdx. | (4.4) |
Consequently
limk⟶0Cλ(Q+kd)−Cλ(Q)k=limk⟶0n∑i=112∫Θ∫m0(∂uk∂xi−∂u∂xi)k(∂uk∂xi+∂u∂xi−2udi)dtdx+limk⟶0∫Θ∫m0(λdQ+kλd2)dtdx=n∑i=1∫Θ∫m0∂v(x,t)∂xi(∂u(x,t)∂xi−udi)dtdx+∫Θ∫m0λdQdtdx. | (4.5) |
{∂2wi∂t2+Δ2wi=Q∗(x,t)(wi)t+(∂u∂xi−udi),(0,m)×Θ,wi(x,m)=(wi)t(x,m)=0,Θ,wi=∂wi∂ν=0,Γ. | (4.6) |
Such systems allow us to characterize the optimal control solution of (2.3).
Theorem 4.1. Consider Q∈Up, and u=u(Q) its corresponding state space solution of (2.2), then the control solution of (2.3) is
Q(x,t)=max(−p,min(−1λ(ut)(n∑i=1∂wi∂xi),p)), | (4.7) |
where w=(w1....wn) with wi∈C([0,T];H20(Θ)) is the unique solution of (4.6).
Proof. Choose d∈Up such that Q+kd∈Up with k>0. The minimum of Cλ is realized when the control Q, verifies the following condition:
0≤limk⟶0Cλ(Q+kd)−Cλ(Q)k. | (4.8) |
Consequently, Lemma 4.1 gives
0≤limk⟶0Cλ(Q+kd)−Cλ(Q)k=n∑i=1∫Θ∫m0∂v(x,t)∂xi(∂u(x,t)∂xi−udi)dtdx+∫Θ∫m0λdQdtdx. | (4.9) |
Substitute by equation (4.6) and we find
0≤n∑i=1∫Θ∫m0∂v(x,t)∂xi(∂2wi(x,t)∂t2+Δ2wi(x,t)−Q(x,t)(wi)t(x,t))dtdx+∫Θ∫m0λdQdtdx=n∑i=1∫Θ∫m0∂∂xi(∂2v∂t2+Δ2v−Q(x,t)vt)wi(x,t)dtdx+∫Θ∫m0λdQdtdx=n∑i=1∫Θ∫m0∂∂xi(d(x,t)ut)widtdx+∫Θ∫m0λdQdtdx=∫Θ∫m0d(x,t)[ut(n∑i=1∂wi(x,t)∂xi)+λQdtdx]. | (4.10) |
It is known that if d=d(t) in a chosen function with Q+kd∈Up, using Bang-Bang control properties, one can conclude that
Q(x,t)=max(−p,min(−utλ(n∑i=1∂wi∂xi),p))=max(−p,min(−utλDiv(w),p)), | (4.11) |
with Div(w)=n∑i=1∂wi∂xi.
Now, we are able to discuss the case of bilinear time control of the type Q=Q(t). We want to reach a flow spatial state target prescribed on the whole domain Θ at a fixed time m.
In such case, the set of controls (2.1) becomes
Q∈Up={Q∈L∞([0,m]) such that −p≤Q(t)≤p for t∈(0,m)}, | (5.1) |
with p as a positive constant.
The cost to minimize is
Cλ(Q)=12‖∇u(x,m)−ud‖2(L2(Θ))n+λ2∫m0Q2(t)dt=12n∑i=1‖∂u∂xi(x,m)−udi‖2L2(Θ)+λ2∫m0Q2(t)dt, | (5.2) |
where ud=(ud1,....udn) is the flow spatial target in L2(Θ). The flow control problem is
minQ ∈UpCλ(Q), | (5.3) |
where Cλ is the flow penalizing cost defined by (5.2), and Up is defined by (5.1).
Corollary 5.1. The solution of the flow time control problem (5.3) is
Q(t)=max(−p,min(∫Θ−utλ(n∑i=1∂wi∂xi)dx,p)) | (5.4) |
with u as the solution of (2.2) perturbed by Q(t) and wi as the solution of
{∂2wi∂t2+Δ2wi=Q(t)(wi)t,(0,m)×Θ,wi(x,m)=(∂u∂xi(x,m)−udi),Θ,(wi)t(x,m)=0,Θ,wi=∂wi∂ν=0,Γ. | (5.5) |
Proof. Similar to the approach used in the proof of Theorem 4.1, we deduce that
0≤∫m0d(t)[∫Θut(n∑i=1∂wi(x,t)∂xi)dx+λQ]dt, | (5.6) |
where d(t)∈L∞(0,m), a control function such that Q+kd∈Up with a small positive constant k.
Remark 5.1. (1) In the case of spatiotemporal target, we remark that the error (∂u∂xi(x,t)−udi) between the state and the desired one becomes a the change of velocity induced by the known forces acting on system (4.6).
(2) In the case of a prescribed time m targets, we remark that the error (∂u∂xi(x,m)−udi) between the state and the desired one becomes a Dirichlet boundary condition in the adjoint equation (5.5).
This section establishes the flow partial optimal control problem governed by the plate equation (2.2). Afterward we characterize the solution. Let θ⊂Θ be an open subregion of Θ and we define
~Pθ:(L2(Θ))⟶(L2(θ))u⟶˜Pθu=u|θ, |
and
Pθ:(L2(Θ))n⟶(L2(θ))nu⟶Pθu=u|θ. |
We define the adjoint of Pθ by
P∗θu={uinΘ,0∈Θ∖θ. |
Definition 6.1. The plate equation (2.2) is said to flow weakly partially controllable on θ⊂Θ, if for ∀β>0, one can find an optimal control Q∈L2(0,m) such that
|Pθ∇uQ(m)−ud||(L2(θ))n≤β, |
where ud=(zd1,....,udn) is the desired flow in (L2(θ))n.
For Up defined by (5.1), we take the partial flow optimal control problem
minQ∈UpCλ(Q), | (6.1) |
and the partial flow cost Cλ is
Cλ(Q)=12‖Pθ∇u(m)−ud‖2(L2(θ))n+λ2∫m0Q2(t)dt=12n∑i=1‖˜Pθ∂u(T)∂xi−udi‖2(L2(θ))+λ2∫m0Q2(t)dt. | (6.2) |
Next, we consider the family of optimality systems
{∂2wi∂t2=Δ2wi+Q(t)(wi)t,(0,m)×Θ,wi(x,m)=(∂u(m)∂xi−˜P∗θudi),Θ,(wi)t(x,m)=0,Θ,wi(x,t)=∂wi(x,t)∂ν=0,Γ. | (6.3) |
Lemma 6.1. Let the cost Cλ(Q) defined by (6.2) and the control Q(t)∈Up be the solution of (6.1). We can write
limk⟶0Cλ(Q+kd)−Cλ(Q)k=n∑i=1∫θ˜P∗θ˜Pθ[∫m0∂2wi∂t2∂v(x,t)∂xidt+∫m0wi∂∂xi(∂2v∂t2)dt]dx+∫m0λdQdt, | (6.4) |
where the solution of (4.1) is v, and the solution of (6.3) is wi.
Proof. The functional Cλ(Q) given by (6.2), is of the form:
Cλ(Q)=12n∑i=1∫θ(˜Pθ∂u∂xi−udi)2dx+λ2∫m0Q2(t)dt. | (6.5) |
Choose uk=u(Q+kd) and u=u(Q). By (6.5), we deduce
limk⟶0Cλ(Q+kd)−Cλ(Q)k=limk⟶0n∑i=112∫θ(˜Pθ∂uk∂xi−udi)2−(˜Pθ∂u∂xi−udi)2kdx+limk⟶0λ2∫m0(Q+kd)2−Q2kdt. | (6.6) |
Furthermore,
limk⟶0Cλ(Q+kd)−Cλ(Q)k=limk⟶0n∑i=112∫θ˜Pθ(∂uk∂xi−∂u∂xi)k(˜Pθ∂uk∂xi+˜Pθ∂u∂xi−2udi)dx+limk⟶012∫m0(2λdQ+kλd2)dt=n∑i=1∫θ˜Pθ∂v(x,m)∂xi˜Pθ(∂u(x,m)∂xi−˜P∗θudi)dx+∫m0λdQdt=n∑i=1∫θ˜Pθ∂v(x,m)∂xi˜Pθwi(x,m)dx+λ∫m0dQdt. | (6.7) |
Using (6.3) to (6.7), we conclude
limk⟶0Cλ(Q+kd)−Cλ(Q)k=n∑i=1∫θ˜P∗θ˜Pθ[∫m0∂2wi∂t2∂v(x,t)∂xidt+∫m0wi∂∂xi(∂2v∂t2)dt]dx+∫m0λdQdt. | (6.8) |
Theorem 6.1. Consider the set Up, of partial admissible control defined as (5.1) and u=u(Q) is its associate solution of (2.2), then the solution of (6.1) is
Qε(t)=max(−p,min(−1λ˜Pθ(ut)(˜PθDiv(w)),p)), | (6.9) |
where Div(w)=n∑i=1∂wi∂xi.
Proof. Let d∈Up and Q+kd∈Up for k>0. The cost Cλ at its minimum Q, verifies
0≤limk⟶0Cλ(Q+kd)−Cλ(Q)k. | (6.10) |
From Lemma 6.1, substituting ∂2v∂t2, by its value in system (4.1), we deduce that
0≤limk⟶0Cλ(Q+kd)−Cλ(Q)k=n∑i=1∫θ˜P∗θ˜Pθ[∫m0∂v∂xi∂2wi∂t2dt+∫m0(−Δ2∂v∂xi+Q(t)∂∂xi(vt)+d(t)∂∂xi(ut))widt]dx+∫m0λdQdt, | (6.11) |
and system (6.3) gives
0≤n∑i=1∫θ˜P∗θ˜Pθ[∫m0∂v∂xi(∂2wi∂t2−Δ2wi−Q(t)(wi)t)dt+d(t)∂∂xi(ut)widt]dx+∫m0λdQdt.=n∑i=1∫θ˜P∗θ˜Pθ∫m0(h(t)ut)∂wi∂xidt+∫m0λdQdt.=∫m0h(t)∫θ[ut˜P∗θ˜Pθn∑i=1∂wi∂xi+λQ]dxdt, | (6.12) |
which gives the optimal control
Qε(t)=max(−p,min(−1λ˜Pθ(ut)(˜PθDiv(w)),p)). | (6.13) |
This paper studied the optimal control problem governed by an infinite dimensional bilinear plate equation. The objective was to command the flow state of the bilinear plate equation to the desired flow using different types of bounded feedback. The problem flow optimal control governed by a bilinear plate equation was considered and solved in two cases using the adjoint method. The first case considered a spatiotemporal control function and looked to reach a flow target on the whole domain. The second case considered a time control function and looks to reach a prescribed target at a fixed final time. As an application, the partial flow control problem was established and solved using the proposed method. More applications can be examined, for example. the case of fractional hyperbolic systems.
The authors declare they have not used Artificial Intelligence (AI) tools in the creation of this article.
This work was funded by the Deanship of Scientific Research at Jouf University under Grant Number (DSR2022-RG-0119).
The authors affirm that they have no conflicts of interest to disclose.
[1] |
Kanzari F, Syakti AD, Asia L, et al. (2014) Distributions and sources of persistent organic pollutants (aliphatic hydrocarbons, PAHs, PCBs and pesticides) in surface sediments of an industrialized urban river (Huveaune), France. Sci Total Environ 478: 141-151. doi: 10.1016/j.scitotenv.2014.01.065
![]() |
[2] |
Abdel-Shafy HI, Mansour MSM (2016) A review on polycyclic aromatic hydrocarbons: source, environmental impact, effect on human health and remediation. Egypt J Pet 25: 107-123. doi: 10.1016/j.ejpe.2015.03.011
![]() |
[3] |
Lin Y, Qiu X, Ma Y, et al. (2015) Concentrations and spatial distribution of polycyclic aromatic hydrocarbons (PAHs) and nitrated PAHs (NPAHs) in the atmosphere of North China, and the transformation from PAHs to NPAHs. Environ Pollut 196: 164-170. doi: 10.1016/j.envpol.2014.10.005
![]() |
[4] |
Friedman CL, Pierce JR, Selin NE (2014) Assessing the Influence of Secondary Organic versus Primary Carbonaceous Aerosols on Long-Range Atmospheric Polycyclic Aromatic Hydrocarbon Transport. Environ Sci Technol 48: 3293-3302. doi: 10.1021/es405219r
![]() |
[5] |
Basavaiah N, Mohite RD, Singare PU, et al. (2017) Vertical distribution, composition profiles, sources and toxicity assessment of PAH residues in the reclaimed mudflat sediments from the adjacent Thane Creek of Mumbai. Mar Pollut Bull 118: 112-124. doi: 10.1016/j.marpolbul.2017.02.049
![]() |
[6] | Singare PU (2015) Studies on Polycyclic Aromatic Hydrocarbons in Sediments of Mithi River of Mumbai, India: Assessment of Sources, Toxicity Risk and Biological Impact. Mar Pollut Bull 101: 232-242. |
[7] |
Tongo I, Ezemonye L, Akpeh K (2017) Levels, distribution and characterization of polycyclic aromatic hydrocarbons (PAHs) in Ovia river, Southern Nigeria. J Environ Chem Eng 5: 504-512. doi: 10.1016/j.jece.2016.12.035
![]() |
[8] |
Hong WJ, Jia H, Li YF et al. (2016) Polycyclic aromatic hydrocarbons (PAHs) and alkylated PAHs in the coastal seawater, surface sediment and oyster from Dalian, Northeast China. Ecotoxicol Environ Saf 128: 11-20. doi: 10.1016/j.ecoenv.2016.02.003
![]() |
[9] | Qin XB, Sun HW, Wang CP, et al. (2010) Impacts of crab bioturbation on the fate of polycyclic aromatic hydrocarbons in sediment from the Beitang Estuary of Tianjin, China. Environ Toxicol Chem 29: 1248-1255. |
[10] |
Gu YG, Lin Q, Lu TT, et al. (2013) Levels, composition profiles and sources of polycyclic aromatic hydrocarbons in surface sediments from Nan'ao Island, a representative mariculture base in South China. Mar Pollut Bull 75: 310-316. doi: 10.1016/j.marpolbul.2013.07.039
![]() |
[11] |
Hawliczek A, Nota B, Cenijn P, et al. (2012) Developmental toxicity and endocrine disrupting potency of 4-azapyrene, benzo[b]fluorene and retene in the zebrafish Danio rerio. Reprod Toxicol 33: 213-223. doi: 10.1016/j.reprotox.2011.11.001
![]() |
[12] |
Liu LY, Wang JZ, Wei GL, et al. (2012) Polycyclic aromatic hydrocarbons (PAHs) in continental shelf sediment of China: implications for anthropogenic influences on coastal marine environment. Environ Pollut 167: 155-162. doi: 10.1016/j.envpol.2012.03.038
![]() |
[13] |
Lewis MA, Russel MJ (2015) Contaminant profiles for surface water, sediment, flora and fauna associated with the mangrove fringe along middle and lower eastern Tampa Bay. Mar Pollut Bull 95: 273-282. doi: 10.1016/j.marpolbul.2015.04.001
![]() |
[14] |
Santana JL, Massone CG, Valdes M, et al. (2015) Occurrence and source appraisal of polycyclic aromatic hydrocarbons (PAHs) in surface waters of the Almendares River, Cuba. Arch Environ Contam Toxicol 69: 143-152. doi: 10.1007/s00244-015-0136-9
![]() |
[15] |
Sarria-Villa R, Ocampo-Duque W, Paez M, et al. (2016) Presence of PAHs in water and sediments of the Colombian Cauca River during heavy rain episodes, and implications for risk assessment. Sci Total Environ 540: 455-465. doi: 10.1016/j.scitotenv.2015.07.020
![]() |
[16] |
Singare PU (2016) Carcinogenic and endocrine disrupting PAHs in the aquatic ecosystem of India. Environ Monit Assess 188: 1-25. doi: 10.1007/s10661-015-4999-z
![]() |
[17] |
Yan J, Liu J, Shi X, et al. (2016) Polycyclic aromatic hydrocarbons (PAHs) in water from three estuaries of China: distribution, seasonal variations and ecological risk assessment. Mar Pollut Bull 109: 471-479. doi: 10.1016/j.marpolbul.2016.05.025
![]() |
[18] |
Manoli E, Samara C, Konstantinou I, et al. (2000) Polycyclic aromatic hydrocarbons in the bulk precipitation and surface waters of Northern Greece. Chemosphere 41: 1845-1855. doi: 10.1016/S0045-6535(00)00134-X
![]() |
[19] | Mane S, Sundaram S (2014) Studies on some aspects on the biology of green mussel Perna viridis (Linnaeus, 1758) from Versova creek, Mumbai, northwest coast of India. Int Res J Sci Eng 2: 47-50. |
[20] |
Shirke S, Pinto SM, Kushwaha VK, et al. (2016) Object-based image analysis for the impact of sewage pollution in Malad Creek, Mumbai, India. Environ Monit Assess 188: 95-99. doi: 10.1007/s10661-015-4981-9
![]() |
[21] |
Zeng EY, Yu CC, Tran K (1999) In situ measurements of chlorinated hydrocarbons in the water column off the Palos Verdes Peninsula, California. Environ Sci Technol 33: 392-398. doi: 10.1021/es980561e
![]() |
[22] | WHO (1998) Polynuclear aromatic hydrocarbons. Guidelines for Drinking-Water Quality, 2nd edition. Addendum to Vol. 2 Health Criteria and Other Supporting Information. World Health Organization, Geneva, pp. 123-152. |
[23] |
Xiang N, Jiang C, Yang T, et al. (2018) Occurrence and distribution of Polycyclic aromatic hydrocarbons (PAHs) in seawater, sediments and corals from Hainan Island, China. Ecotoxicol Environ Saf 152: 8-15. doi: 10.1016/j.ecoenv.2018.01.006
![]() |
[24] |
Santos E, Souza MRR, Vilela Junior AR, et al. (2018) Polycyclic aromatic hydrocarbons (PAH) in superficial water from a tropical estuarine system: Distribution, seasonal variations, sources and ecological risk assessment. Mar Pollut Bull 127: 352-358. doi: 10.1016/j.marpolbul.2017.12.014
![]() |
[25] | Nwineewii JD, Marcus AC (2015) Polycyclic Aromatic Hydrocarbons (PAHs) In Surface Water and Their Toxicological Effects in Some Creeks of South East Rivers State (Niger Delta) Nigeria. IOSR J Environ Sci Toxicol Food Technol 9: 27-30. |
[26] |
Yang D, Qi SH, Zhang Y, et al. (2013) Levels, sources and potential risks of polycyclic aromatic hydrocarbons (PAHs) in multimedia environment along the Jinjiang River mainstream to Quanzhou Bay, China. Mar Pollut Bull 76: 298-306. doi: 10.1016/j.marpolbul.2013.08.016
![]() |
[27] |
Adeniji AO, Okoh OO, Okoh AI (2019) Levels of Polycyclic Aromatic Hydrocarbons in the Water and Sediment of Bufalo River Estuary, South Africa and Their Health Risk Assessment. Arch Environ Contam Toxicol 76: 657-669. doi: 10.1007/s00244-019-00617-w
![]() |
[28] |
Edokpayi JN, Odiyo JO, Popoola OE, et al. (2016) Determination and Distribution of Polycyclic Aromatic Hydrocarbons in Rivers, Sediments and Wastewater Effluents in Vhembe District, South Africa. Int J Environ Res Public Health 13: 387, 1-12. doi: 10.3390/ijerph13040387
![]() |
[29] | Nekhavhambe TJ., van Ree T, Fatoki OS (2014) Determination and distribution of polycyclic aromatic hydrocarbons in rivers, surface runoff, and sediments in and around Thohoyandou, Limpopo Province, South Africa. Water SA 40: 415-424. |
[30] | Eganhouse RP, Simoneit BRT, Kaplan IR (1981) Extractable organic matter in urban stormwater runoff. 2. Molecular characterization. Environ Sci Technol 15: 315-326. |
[31] |
Hoffman EJ, Mills GL, Latimer JS, et al. (1984) Urban runoff as a source of polycyclic aromatic hydrocarbons to coastal waters. Environ Sci Technol 18: 580-587. doi: 10.1021/es00126a003
![]() |
[32] |
Agarwal T, Khillare P, Shridhar V, et al. (2009) Pattern, sources and toxic potential of PAHs in the agricultural soils of Delhi, India. J Hazard Mater 163: 1033-1039. doi: 10.1016/j.jhazmat.2008.07.058
![]() |
[33] |
Xing XL, Qi S, Zhang J, et al. (2011) Spatial distribution and source diagnosis of polycyclic aromatic hydrocarbons in soils from Chengdu Economic Region, Sichuan Province, western China. J Geochem Explor 110: 146-154. doi: 10.1016/j.gexplo.2011.05.001
![]() |
[34] |
Sprovieri M, Feo ML, Prevedello L, et al. (2007) Heavy metals, polycyclic aromatic hydrocarbons and polychlorinated biphenyls in surface sediments of the Naples harbor (southern Italy). Chemosphere 67: 998-1009. doi: 10.1016/j.chemosphere.2006.10.055
![]() |
[35] |
Ravindra K, Wauters E, Grieken RV (2008) Variation in particulate PAHs levels and their relation with the transboundary movement of the air masses. Sci Total Environ 396: 100-110. doi: 10.1016/j.scitotenv.2008.02.018
![]() |
[36] |
Tobiszewski M, Namiesnik J (2012) PAH diagnostic ratios for the identification of pollution emission sources. Environ Pollut 162: 110-119. doi: 10.1016/j.envpol.2011.10.025
![]() |
[37] |
Cao ZH, Wang YQ, Ma YM, et al. (2005) Occurrence and distribution of polycyclic aromatic hydrocarbons in reclaimed water and surface water of Tianjin, China. J Hazard Mater 122: 51-59. doi: 10.1016/j.jhazmat.2005.04.003
![]() |
[38] |
Boonyatumanond R, Wattayakorn G, Togo A, et al. (2006) Distribution and origins of polycyclic aromatic hydrocarbons (PAHs) in riverine, estuarine, and marine sediments in Thailand. Mar Pollut Bull52: 942-956. doi: 10.1016/j.marpolbul.2005.12.015
![]() |
[39] | Mostert MMR., Ayoko GA, Kokot S (2010) Application of chemometrics to analysis of soil pollutants. Trends Anal Chem 29: 430-435. |
[40] |
Mai BX, Qi SH, Zeng EY, et al. (2003) Distribution of polycyclic aromatic hydrocarbons in the coastal region off Macao, China: assessment of input sources and transport pathways using compositional analysis. Environ Sci Technol 37: 4855-4863. doi: 10.1021/es034514k
![]() |
[41] |
Rocher V, Azimi S, Moilleron R, et al. (2004) Hydrocarbons and heavy metals in the different sewer deposits in the Le Marais' catchment (Paris, France): stocks, distributions and origins. Sci Total Environ 323: 107-122. doi: 10.1016/j.scitotenv.2003.10.010
![]() |
[42] |
Wang XC, Sun S, Ma HQ, et al. (2006) Sources and distribution of aliphatic and polyaromatic hydrocarbons in sediments of Jiaozhou Bay, Qingdao, China. Mar Pollut Bull 52: 129-138. doi: 10.1016/j.marpolbul.2005.08.010
![]() |
[43] |
Montuori P, Aurino S, Garzonio F, et al. (2016) Distribution, sources and ecological risk assessment of polycyclic aromatic hydrocarbons in water and sediments from Tiber River and estuary, Italy. Sci Total Environ 566-567: 1254-1267. doi: 10.1016/j.scitotenv.2016.05.183
![]() |
[44] |
Zhang W, Zhang S, Wan C, et al. (2008) Source diagnostics of polycyclic aromatic hydrocarbons in urban road runoff, dust, rain and canopy throughfall. Environ Pollut 153: 594-601. doi: 10.1016/j.envpol.2007.09.004
![]() |
[45] |
Chung MK, Hu R, Cheung KC, et al. (2007) Pollutants in Hongkong soils: polycyclicaromatic hydrocarbons. Chemosphere 67: 464-473. doi: 10.1016/j.chemosphere.2006.09.062
![]() |
[46] |
Li G, Xia X, Yang Z, et al. (2006) Distribution and sources of polycyclic aromatic hydrocarbons in the middle and lower reaches of the Yellow River, China. Environ Pollut 144: 985-993. doi: 10.1016/j.envpol.2006.01.047
![]() |
[47] |
De La Torre-Roche RJ, Lee WY, Campos-Diaz SI (2009) Soil-borne polycyclic aromatic hydrocarbons in El Paso, Texas: analysis of a potential problem in the United States/Mexico border region. J Hazard Mater 163: 946-958. doi: 10.1016/j.jhazmat.2008.07.089
![]() |
[48] |
Akyuz M, Cabuk H (2010) Gaseparticle partitioning and seasonal variation of polycyclic aromatic hydrocarbons in the atmosphere of Zonguldak, Turkey. Sci Total Environ 408: 5550-5558. doi: 10.1016/j.scitotenv.2010.07.063
![]() |
[49] | Dhananjayan V, Muralidharan S, Peter VR (2012) Occurrence and distribution of polycyclic aromatic hydrocarbons in water and sediment collected along the Harbour Line, Mumbai, India. Int J Oceanogr Article ID 403615, 7. |
[50] |
Katsoyiannis A, Sweetman AJ, Jones KC (2011) PAH molecular diagnostic ratios applied to atmospheric sources: a critical evaluation using two Decades of source Inventory and air concentration data from the UK. Environ Sci Technol 45: 8897-8906. doi: 10.1021/es202277u
![]() |
[51] |
Pozo K, Perra G, Menchi V, et al. (2011) Levels and spatial distribution of polycyclic aromatic hydrocarbons (PAHs) in sediments from Lenga Estuary, central Chile. Mar Pollut Bull 62: 1572-1576. doi: 10.1016/j.marpolbul.2011.04.037
![]() |
[52] | Law RJ, Dawes VJ, Woodhead RJ, et al. (1997) Polycyclic aromatic hydrocarbons (PAH) in seawater around England and Wales. Mar Pollut Bull 34: 306-322. |
[53] |
Barron MG, Podrabsky T, Ogle S, et al. (1999) Are aromatic hydrocarbons the primary determinant of petroleum toxicity to aquatic organisms? Aquat Toxicol 46: 253-268. doi: 10.1016/S0166-445X(98)00127-1
![]() |
[54] | Agroudy NA, Soliman YA, Hamed MA, et al. (2017) Distribution of PAHs in Water, Sediments Samples of Suez Canal During 2011. J Aquat Pol Toxicol 1: 1-10. |
[55] | Pohl A, Kostecki M, Jureczko I, et al. (2018) Polycyclic aromatic hydrocarbons in water and bottom sediments of a shallow, lowland dammed reservoir (on the example of the reservoir Blachownia, South Poland). Arch Environ Prot 44: 10-23. |
[56] | US Environmental Protection Agency (USEPA), (2012) Regional screening levels for chemical contaminants at superfund sites. Regional screening table. User's guide. (Access date: November 2012). < http://www.epa.gov/reg3hwmd/risk/human/rb-concentration_table/usersguide.htm > . |
[57] | Di Toro DM, McGrath JA, Hansen DJ (2000) Technical basis for narcotic chemicals and polycyclic aromatic hydrocarbon criteria. I. Water and tissue. Environ Toxicol Chem 19: 1951-1970. |
[58] |
Kalf DF, Crommentuijn T, van de Plassche EJ (1997) Environmental quality objectives for 10 polycyclic aromatic hydrocarbons (PAHs). Ecotoxicol Environ Saf 36: 89-97. doi: 10.1006/eesa.1996.1495
![]() |
[59] | Canadian Council of Ministers of the Environment (CCME) (2010) Canadian Soil Quality Guidelines, Carcinogenic and Other Polycyclic Aromatic Hydrocarbons (PAHs)-Environmental and Human Health Effects. ISBN 978-1-896997-94-0 PDF. |
[60] |
Yang B, Xue N, Zhou L, et al. (2012) Risk assessment and sources of polycyclic aromatic hydrocarbons in agricultural soils of Huanghuai plain, China. Ecotoxicol Environ Saf 84: 304-310. doi: 10.1016/j.ecoenv.2012.07.027
![]() |
[61] | Omayma EA, Sawsan AM, El Nady MM (2016) Application of polycyclic aromatic hydrocarbons in identification of organic pollution in seawater around Alexandria coastal area, Egypt. J Environ Life Sci 1: 39-55. |
[62] | Daisey JM, Leyko MA, Kneip TJ (1979) Source identification and allocation of polynuclear aromatic hydrocarbon compounds in the New York City aerosol: methods and applications. In: Jones, P.W., Leber, P. (Eds.), Polynuclear Aromatic Hydrocarbons. Ann Arbor Science, Ann Arbor, pp. 201-215. |
[63] |
Harrison RM, Smith DJT, Luhana L (1996) Source apportionment of atmospheric polycyclic aromatic hydrocarbons collected from an urban location in Birmingham, UK. Environ Sci Technol 30: 825-832. doi: 10.1021/es950252d
![]() |
[64] | Rogge WF, Hildemann LM, Mazurek MA, et al. (1993) Source of fine organic aerosol 2. Noncatalyst and catalyst-equipped automobiles and heavy-duty diesel trucks. Environ Sci Technol 27: 636-651. |
[65] |
Gschwend PM, Hites RA (1981) Fluxes of polycyclic aromatic hydrocarbons to marine and lacustrine sediments in the northeastern United States. Geochimica et Cosmochimica Acta 45: 2359-2367. doi: 10.1016/0016-7037(81)90089-2
![]() |
[66] |
Mitra S, Bianchi TS, Mckee BA, et al. (2002) Black carbon from the Mississippi River: quantities, sources and potential implications for the global carbon cycle. Environ Sci Technol 36: 2296-2302. doi: 10.1021/es015834b
![]() |
[67] |
Masclet P, Bresson MA, Mouvier G (1987) Polycyclic aromatic hydrocarbons emitted by power station, and influence of combustion conditions. Fuel 66: 556-562. doi: 10.1016/0016-2361(87)90163-3
![]() |
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